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HomeMy WebLinkAbout1468-L DEVELOPER/OWNER LAN D.. SCAPE ARCHITECTURAL PLANS The Wattson om an FOOTHILL OUL VARD M DIANS 840 Newport Center Drive, Suite 655 Newport Beach, California 92660 1� 15 TO ETIWANDA AVENUE (714) 759-1583 FAX (714) 759-6946 PM 13724 LANDSCAPEMAINTENANCE DISTRICT NOS. 39 8 VICINITY MAP GENERAL NOTES SHEET INDEX I. THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE PLANS AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT AND CITY ENGINEER. 2. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CITY ENGINEER PRIOR TO COMMENCING ANY WORK. L-1 TITLE SHEET 3. ALL WORK SHALL BE PERFORMED ACCORDING TO CURRENT CITY STANDARDS AND THE STANDARD SPECIFICATIONS FOR .. PUBLIC WORKS CONSTRUCTION. L-2 & L-3 CONSTRUCTION PLAN 4. THIS WORK SHALL BE INSTALLED BY A LICENSED CONTRACTOR WHO SHALL CARRY WORKMAN'S COMPENSATION, PUBLIC Poo".* LIABILITY, AND PROPERTY DAMAGE INSURANCE AS REQUIRED BY LAW. `HA`F`T L-4 PLANTING & CONSTRUCTION DETAILS •IGIUNA� 1 ,A�" �ANt►ro cutAMONGA nry uMIT 5. CHECK FOR EXISTING UTILITY LOCATIONS, PRIOR TO EXCAVATION WORK. NOTIFY Old ALERT AT 1�00�22�133. A PERMIT TO Rt twrrT+ I EXCAVATE MAY BE REQUIRED. EXERCISE CAUTION IN EXCAVATING AND WORKING NEAR EXISTING UTILITIES. CONTRACTOR •.,.,,,. I J COL'Ica c� SHALL BE RESPONSIBLE FOR DAMAGES TO UTILITIES WHICH ARE CAUSED BY HIS OPERATIONS OR NEGLECT. •� I L-5 & L-6 IRRIGATION PLAN�� ; 6. AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR, O PLAN t AND ALL SUCH RECOMMENDATIONS FROM THIS REPORT SHALL SUPERSEDE SOILS AMENDMENTRECOMMENDATIONS . �..... SHOWN ::- -""' -__" ON THE PLANS. 'I '---------------- ---- - -~----`-� :FiOPOSED FOOTHILL L-7 & L-8 IRRIGATION DETAILS M.si � FREEWAY I \: I 7. WALL FOOTINGS AND REINFORCING SHALL NOT BE LOCATED WITHIN THE RIGHT-OF-WAY, UNLESS DETAILED CONSTRUCTION ax tow Mae \ AND STRUCTURAL CALCULATIONS HAVE BEEN APPROVED BY THE CITY ENGINEER. AT THE TOP OF SLOPES, A TWO FOOT WIDE FLAT SHELF SHALL RUN ALONG THE BASE OF WALLS. NO •� •. UPON COMPLETION OF INSTALLATION, AN ESTABLISHMENT PERIOD SHALL COMMENCE, AND UPON WRITTEN VERIFICATION L-9 IRRIGATION SPECIFICATIONS 1Z' F011� •�, FROM THE INSPECTOR THAT ESTABLISHMENT IS ACCOMPLISHED, AN ADEQUATE MAINTENANCE PERIOD (TYPICALLY 180 r°°Twt. ay. to �� •• DAYS) SHALL COMMENCE, SAID MAINTENANCE SHALL CONCLUDE ONLY AFTER VERIFICATION OF LEAF-OUT, FALL COLOR, UPUND .,y FLOWER COLOR, OVERALL PLANT HEALTH, AND WITH COUNCIL ACCEPTANCE OF THE IMPROVEMENTS. MAINTENANCE SHALL L-10 & L-11 PLANTING PLAN M CT SITE INCLUDE MOWING, WEEDING, IRRIGATION, PRUNING, RAISING TREE ROOTBALLS WHICH SETTLE BELOW GRADE, FERTILIZING AND APPLYING SUCH SPRAYS AS ARE NECESSARY FOR PROPER CARE AND UP-KEEP. MAINTENANCE ALSO INCLUDES ALL �' ""+� rr ORDER WITH PROPERECOVERAGE!REQUNG IRED PRIOR TO FINAL AD ADJUSITNG CCEPTANY TO CE OF THE WORK BY THE C EP THE IRRIGATION SYSTEM IN GOOD WORKING L-12 PLANTING SPECIFICATIONS Y. APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED PERSONNEL. ALL PESTICIDE APPLICATIONS REQUIRE P.C.A. : RECOMMENDATION. - E ENDATION. � 1 � sal+ 10. CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER THE DIRECTION OF A CALSENSE REPRESENTATIVE, PHONE NUMBER (114) �.+.vc».o rc we I 456-0129 AND APPROVED BY CITY INSPECTOR. OKTA�O 11. ONE CONTROLLER CHART SHALL BE PROVIDED FOR EACH CONTROLLER. CONTROLLER CHART SHALL BE THE MAXIMUM SIZE THE CONTROLLER DOOR WILL ALLOW AND SHALL SHOW THE AREA COVERED BY THE AUTOMATIC CONTROLLER. THE ONTA RIO CHART IS TO BE A REDUCED DRAWING OF THE ACTUAL AS-BUILT SYSTEM. HOWEVER, IN THE EVENT THE CONTROLLER INTE"MATIONAI Alll►OII T SEQUENCE IS NOT LEGIBLE WHEN THE DRAWING IS REDUCED, IT SHALL BE ENLARGED TO A SIZE THAT WILL BE READABLE WHEN REDUCED. THE CHART SHALL BE A BLACKLINE PRINT, AND A DIFFERENT COLOR SHALL BE USED TO SHOW THE AREA OF COVERAGE OF EACH STATION. WHEN COMPLETED AND APPROVED BY THE PUBLIC WORKS INSPECTOR, THE CHART SEE SHEET L-12 FOR XERISCAPE ASSESSMENT SHALL BE HERMETICALLY SEALED BETWEEN TWO PIECES OF PLASTIC, EACH PIECE BEING A MAXIMUM OF 20 MILS THICK. THE CHART SHALL BE MOUNTED USING VELCRO OR APPROVED EQUAL TYPE OF TAPE. THESE CHARTS MUST BE COMPLETED AND IN PLACE PRIOR TO FINAL ACCEPTANCE OF WORK BY THE CITY. 12. 6' WIDE x 6' DEEP CONCRETE MOWSTRIPS SHALL BE PROVIDED BETWEEN 1L SHRUBIGAOUNO COVER AREAS AND TURF MAINTENANCE RESPONSIBILITY MAP AREAS, 6' x MOWSTRIPs SHALL ALSO BE PROVIDED BENEATH METAL FENCING AND WHERE CITY MAINTAINED AREAS ARE CONSULTANTS ADJACENT TO PRIVATELY MAINTAINED AREAS. 13. SIDEWALK LAYOUT IS CONCEPTUAL ONLY. APPROVAL OF THE FINAL SIDEWALK LAYOUT SHALL BE MADE IN THE FIELD AND ADJUSTED AS NECESSARY TO MEET FIELD CONDITIONS AS APPROVED BY THE PUBLIC WORKS INSPECTOR AND PROJECT PLANNER PRIOR TO FINAL CONSTRUCTION. DSC 14. EQUESTRIAN FENCES SHALL BE LOCATED PER THE FOLLOWING CRITERIA ��,0\Pn P A q� • FENCE SHALL END 10' BACK FROM THE B.C.R. OR PER RECOMMENDATIONS OF TRAFFIC SECTION. 4, O FEZ C' ' FENCE SHALL END 2' TO EITHER SIDE OF ANY FIRE HYDRANT OR UTILITY ENCLOSURE. ` ~ y ' FENCE SHALL END V TO EITHER SIDE OF ANY STREET LIGHT OR UTILITY POLE. . FENCE ON STREET SIDE SHALL END S' TO EITHER SIDE OF DRIVEWAYS WITH TRANSVERSE MEDIUM BROOM FINISH ON 1 \ 1 g a -•� LLL►►► V CONCRETE SURFACES WITHIN TRAIL. _ ADDITIONAL FENCE SETBACKS FROM INTERSECTIONS MAY BE REQUIRED BY THE TRAFFIC SECTION. 15. STREET TREES SHALL BE INSTALLED PER THE FOLLOWING CRITERIA: _ lq OF CAUF�� • ALL STREET TREES ARE TO BE PLACED IN ACCORDANCE WITH CITY STANDARD 601. y L.M.D. NO. 8 • ALL STREET TREES SHALL BE STAKED AND PLANTED ACCORDING TO CITY STANDARD 605A OR 6058 AS PROXIMITY TO Planning Engineering Land Surveying ► 2995 Red Hill Avenue PROJECT SITE * BAE DICTATES. Public Works Environmental Services Costa Mesa, CA 92626 BACKFILL MIXTURE OF ALL STREET TREES SHALL BE PER THE RECOMMENDATIONS OF AN AGRONOMIC SOILS REPORT (714) 540-0800 FURNISHED TO THE CITY INSPECTOR. Water Resources • Landscape Architecture NO STREET TREE SHALL BE PLANTED WHERE THE CENTER OF THE TRUNK IS CLOSER THAN THREE FEET (31 TO THE FACE ` OF CURB, UNLESS OTHERWISE NOTED. f _ - - ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE CITY ENGINEER. , ~ + � �,�•... ,1 ilTb% y�'`1 e - 16. ANY TREES WITHIN 5 FEET OF WALLS, WALKS, CURBS OR OTHER POTENTIALLY ROOT-DAMAGED HARDSCAPE SHALL BE INSTALLED WITH ROOT CONTROL BARRIERS. PRIOR TO BACKFILLING TREE(S) PLANTINGS, CONTRACTOR SHALL HAVE CITY J �1� j • N __ INSPECT ROOT BARRIER INSTALLATION. �.gA !�c'l 990 �► I '0 f � twos 0000� +M woo us,� 00 �y 03 < � '3` LANDSCAPE QUANTITIESCX3CA o. ' © 1 3— fiJJ J v3 C4 00- d T 0 w� O q.- TOTAL ACREAGE OF R.O.W. MAINTAINED 0.59 ACRE '' � © TOTAL AREA OF R.O.W. MAINTAINED 25,552 S.F. • Apee* "� - — � TOTAL LANDSCAPED AREA 14,826 SF (58%) _ TOTAL HARDSCAPED AREA 10,726 SF (42%) AS SUICT �b.:�Ai+a+a•A-fin TiTi L*rS raS)�•iL•••+•Iit VL.ii-H'si�AAS�DOa��IiA�s! I DESCRIPTION OF REVISION DATE CIT` TOTAL TREES IN R.O.W. 57 ..r A►eRovEo 24 BOX LAGERSTROEMIA INDICA 32 („L, .Vs+�+ ... m dom Ala-,��0�',Q® 24 BOX RHUS LANCER 25 , CITY OF RANCHO CUCAMONGA -- 0 TOTAL SHRUBS IN R.O.W. 757 U00- I : L.M.D. NO. 3 5 GAL PITTOSPORUM TOBIRA "WHEELERS DWARF" 282 ##� ••�'�"�t" � ��°"}1 T' 5 GAL RAPHIOLEPIS INDICA "PINKIE" 268 z FOOTHILL- B 1 GAL BACCHARIS PILULARIS "TWIN PEAKS" 207 Now TOTAL MULCHED AREA IN R.O.W. 14,826 SF58% U > f ( ) PARCEL `MAP 13724 Nasssiss•s cs:.+r•L�cuwaaa.s�R CAL APPROVED BY DATE: _ TRANS: CITY ENGINEE k)aFtC.E NO._29k4 _ 1. ALL WORK WITHIN THE STA 1 TE RIGHT-OF-WAY SHALL BE COMPLETED IN ACCORDANCE Of SIGN RE 0 WITH THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION, STANDARD • SPECIFICATIONS, DATED JULY, 1988. K.JA POO 6 1. Epr >Iw r ..I" SFr K. S [1 2. SHOULD A CONFLICT ARISE BETWEEN THE CONTRACT PLANS, SPECIFICATIONSDRAWN Pok ego M 61 CATIONS AND/OR K� _- � • n+,r.u. �� 12 DETAILS PREPARED BY THE PERMITTEE, THE STATE'S STANDARD SPECIFICATIONS SHALL �..- GOVERN. CNECK10 NO. 34= bRAWIKG 1+0 KjA onh An Na ,1�' PROJECT SHEET NO. 3 OF .. ,. . 1279-60 4 32'-Cr TYP. SECTION F I ' 322 323 324 325 326 327 . .......................................2 •...•.d•._. _ .... ........... .............. P.A. 45 YP) P.A. ................................................... ....... .. . ................................. ....... .. ... Y c� P.A. .... J 3 3 'mo PAVING DETAIL E TYP. SECTION F 3 ± L-4 L-4 86'-0" 78'-4" 123'-0" 0 Go OZ W J + m FOOTHILL BOULEVARDcn W N N M 1 • STATE RIGHT-OF-WAY , J N � � Q 1 1 1 1 , . E Fl PAVING DETAIL � L-4 M 0 331 332 1 -J 328 329 33 333- r W PA. W _.. . _. .................................. ........... ............................... ...... .... ....... .. . ........... .. .. . . . ... . .... . _ ... .. .... .......... :: ::'::::':::::: :':: _ H ................,............. .. . . . co . ..... ................ ................................................................................................................................................................................................................................ dr 0 - 255 -9" 77-7 W + M or I W M W FOOTHILL BOULEVARDOrn ,• •• 'o z Q 1 , J 1 = w1 V �-' STATE RIGHT-OF-WAY r �pNDSCApF P. F� 9�ti AS - $UI LT iP DtXRnON OF REVISION . DATE CRY OY -� 00 qT 4O���Q' CITY OF RANCHO CUCAMONGA F Of SOOTHILL BOULEVARD CONSTRUCTION PLAN VARC .MAP, 13724 v v kp CrTYP`-ENG E Y C . No. k n 10 77- .� ' f . ' - - '� _ ISA!�dl 11# � � • ,Y - I -SCALE: 1'=20' • k l q u ■ 97 E 170' E ' 170' E 167' t�1 334 I 335 I I I J 336 337 3 339 ............ W P.A. P.A. 2'( I J _ _ W — — - -+-- — — — _ 45 (�) � _ , - - - - - --�- - - P.A. - - - - - - - - - -+— - - - - --� 3 -� - 2, P.A. o M -1 00 W M W rE ............... ....... ......................... . . .... .... ...1PAVING DETAIL ...................... . .............. m + L-4 TYP. SECTION F , 0) • ■ Q Laj L_4 W M , FOOTHILL BOULEVARD W �-- M V) Z J W Z N U 1 Q 1 t• STATE RIGHT-OF-WAY ♦ , _ U • ■ ■ SITE MAP Ln AY/ r- cv - - -c=_- - _ _-_ - _ - - - - - - - - _ 3 + ww"".wrwr. s �p � ® �� rE PAVING DETAIL d KT.� MMM AFF "M ON THS WMT } L-4 � I ............ ... ....... • 340 341 4 3 2 343 pill , �p,ND SCgpF '- `�� 9� 309 0" � P. F O n lipm W � 4, FOOTHILL BOULEVARD, I Q 9TFN OF CA 0 m a W N � • � - _ �. - - - - o AS U!LT Z DESCRIPTION OF REVISION DATE APFR STATE RI HT—OF— ■ WAY I Q CITY OF RANCHO CUCA M QI1OT Nr GA FOOTHILL BOULEVARD W CONSTRUCTION PLAN PAROL MAP;- 13724 APPROVED BY CITY ENGIN It . s • tf. oil lel* �v Sh�f4 .34 of 4-3p Igley L Qw~tf SWAOR T etwi PER CIVIL. EM PLANS . VARIESP ft 1. STAtt TRtt PtRPtN01CULAA TO PRtVAIL:4G • - • - • -- • - _ _ EQM ESL WIND. 2. PLACE -GROW•ONNtR- TATS IN PLANT / / \� 2T �, C@!VIAINER PRIOR TQ rtANTtNO FOR -- • _- CONCIETE PAVERS STAKINGPtah I. CIStRrAt l0« PURPOSES. / • - -- • _ _ _ _ _ - .2% ------ft,, j _ TOP OF STAKES IIA IN TRUNKsers MEDIAN _ (2) CINCH TIES SPACtO 240 APART FOR \ CITY STKET TREES. AlrACk4 WITH ..� cls•►�.vW I�t�D SC.NCl�.IS . NOTE: :2- MAR tMSl'I TO t' LOOCE PDXES WHERE CONCRETE PAVERS 2• DIA. LODGE POLE PINE STAKES •' LONG ' _; CROSS MEDIANS, 4ITN WOOD PRESERVATIVE STAIN, 2 * 0W_4 1FRI,� s • 11KTU�E al 'TN THE SLOPE STAKE A MINIMIAI OF 12- INTO UNOISTUNE0 urRQVEO TREE STAKES MO�"�F�'. ' L1C, MLLS AM L11 I OF THE PAVERS SHALL BE PARALELL SOIL AND ALIGN STAKES OUTSIDE MOOT �AXL. (2) OCR SP(CIFICATIONs - --..- T THE ADJACENT GRADE. ARMGCAA,D IN TUAT 11ZiLAt Alb FRONT WARDS. _ .. . _ f• CIA. PVC PtIIFORATEO PIPE - FILL WITH B GROUND COVER SPACING 1/2- WASMEO CRUSHED AGGREGATE BASE FULL YPI AL E I N00 LENGTH OF PIPE (LOCATE I/- FROM TRUNK) Loc.^iu aura we cf RGnT w&L-L • I 3- WW TO POFW DEPFFSSM • VWJU4 K3 Af:lIEA DEE► ROOT OR EQUAL COMTWL PLANTER 22-29-ISP MERE REQUIRED OR APP ROVED EQUAL 4f "'�,• _ _ DEEP COARSE GAM _ 816 -GROW-Pml* PLAINT TABS PERCH ORIG AALLOIN 4' OF MULCH TO BE D CONC,'RETE PA 111 MMIUFACTUIItl,S RECOMENOATIONS lRf- �� II11 = IACFJILL MIX PER SPtCIFICATIONS .I = ,1 DEEP SAND BASE - - �° RATIrt •SOIL �I� , TyICE RO>2T BAl1 DIAl�TER PLANT PIT TO It (2) TIMES THE •SM-POWER• PLANT TABS PER I WIDTH OF THE ROOT IALI 1 " '- MAIIUFACTURER'S R .,•o •.. :,.••.; •-.,',•:.•, ,. Z �Et.oW ECOPtENQATIONS • .•.,.''•.:''• ' CONCRETE CURB 2 I i " 'r"C A C0'r y►��. To O Ns ..•..: .. •. . • 'Q , COM AGTL�.D. BACKFILL MIX PER P ;• :. ° •'b ,• ;::•,•:.•;.•.• c o• 'v . o PER CNL ENG PLANS ExcwATlEt7 M�C7 P.E E S ECIFICATIONS .• •. ' o _ �_^ I = ° I i�, I� CONTAINER PLANT ROOT BAIL o�:• •Q. • .' -a, �; _- _��fj1 =_ -- --__ _ �jl = � o .c�. • • a .. � �1��� ��l � �1� ���Illi ._.__ �}- , /j,�. �.;4� PLANT PIT TO BE (2) TIMES THE �.� � � �,� 9�v � � WIDTM OF THE ROOT BALL i 12- BEL,.�.r" •fix `'x#7 -5. BALL Ow THE BOTTOM OF THE ROOT CONCRETE BASE 4-DEEP SHREDDED MlA_CH FINISH GRADE NATIVE SOL D DOUBLE STAKED TREE NATIVE SOIL _ - NOTE 1. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE OF ROOT SALL WITH WATER FROM HOSE. DO NOT CRACK ROOT BAIL. 2w L 2. PLACE -GROW-POWER• TABS IN PLANT CONTAINER PRIOR TO PLANTING FOR OBSERVATION PURPOSES. 20• BAND r OF BASIN ,'• A SHRUB PLANTING -----+e2 REBAR CONT. TOPABOVE fINtSHED GRADE 2% 4- DEEP SHREDDED MULCH FINISHED - ° GRADE TOP OF ROOT BALL M' ABOVE FINISHED GRADE 4' DEEP SHREDDED OXCH • ,. `^-bo • • • .Q� 2-3/8-EXTENDED CONCRETE LP • .p: -•� o I —" I I� — FLASH GRADE • ' • ! Ob ' _' CONCRETE PAVERS GRO-POVEBOTTOM Of BASIN 3" RPLA NTING TABt ETS FOR COh'TAIh' R-GROWN PLANT'S 1' DEEP SAND BASE BELOW FINISHEQ GRADE ,•• IA ROOT BALL 1 GALLON CONTAINER 2-3 TABLETS (T orn) 2 DIAMETER 5 GALLON CONTAINER 4-Trac CONCRETE BASE 6-9 TABU(7 gm) NATIVE SOIL COMPACTION TO Sox SECTION 24 BOX 14-16 TABLETS (7 vn) PAVERS BY: DERMA CONCRETE (FLAT AREA) 12490 DAY STRlFI T RIVERS�E., CALE-DMA 92508 714-653-1187 • CALTRANS REOUIREMENT:PLANT TABLETS SHALL BE PLACED HFFV'uw.vvm PATTERN. ORION COLOR BURST f2 r FROM THE SIDE OF THE ROOT ZONE AND 4• BELOW THE GROUND SURFACE. E CONCRETE PAVERS C BASIN TYPE II CAL TRANS DETAIL T- AS 8 l L - � v �- DESCRIPTION OF REVISION DATECITY APPROV CITY OF RANCHO CUCAMONGA FOOTHILL BOULEVARD PLANTING CONSTRUCTION DETAILS PARCEL #*A' P,,. 13724 `pN�sc�P APPROVED BY DATEh�Q�oOo P FG.�� CITY ENGIN R.C.E. LA0. 24ft3 1 K TIS of ). 34 �.. r• �TFOF CALF —4 or 1•)PC 110. i41! OI' KJR BMR y �w RIS s s N4 S-L RfMw�5_01F 46M Vpe8&& 2.8 A lGbGIN W4tW Am 2 1•V 1.01,44\ 94&M ■ 322 I" 323 324 325 •(PA•!o e^ 326 1` 04ow A I 2•.0 327 INK• � �• ,�. ,�. 0 ,1 Vj � err Not* K rotL M2. 015.1 NL o r Z + O 00 En FOOTHILL BOULEVARD ' �'��" ■ °° + C4 � I /«s ■ WM � •I 1 W H STATE RIGHT—OF—WAY 11 1 , J N - - , 2 i ® R ' ♦ 1 n � - s V OONTROL VALVE A-1 a ANT aIIAKTITY OUTLETS/PLANT OUTLETS REa'D , 5 GAL 30 2 60 TOT ALOLJTLETS RYA&, 96 DRIP EMITTER SCHEDULE: [FKAL ROLLER•A'LOCATION. CALSEN% 12 STATION P.O.C..POINT OF OOW4-ECTION. CON TRACTOR SWILL , tFLITURC OUT L.EI$ .36 RIC WALL MOUNT OONTROLLSk MOUNTED I ME RLIN A 1 1 M'SUPPLY LME FROM THE 1'POTAKE TOTAL EST.WTrtLR3 e / GAL OROt1NnDOVER R MEUG-1 M-285 ENCLOSURE,WITH RA".RASTER ATION WATER METER,(TO BE N3TNIED 8Y , 1 EMITTER OUTLET PER SINUS. PI[T REMOTE CONTROL PIGTAIL AND ISLE- CUCAa! _WGA COL�RY VI MER DBT.)TO THE CONTIROL VALVE A-2 E CABLE OONDUfT FOR FUTURE USE 1'PRF9RIJFE REGULATM VALVE,THEN TO THE 1' 0 SIiRVBS PER EMITTER. DETAIL T. CONTRACTOR SHALL OOOFRfIIdATE THE BAIGlELIOVN PPlEVEhT10N DEVICE,TEEN TO THE FLOW , ANT OU OUTL TSIP ANT REG'D , GFKX D COVER 1 GAL 4 7 1 47 CAP 0 REMAIWNO PORTS FOR C POWER TIO THUS LOCATION AND MAKE THE SEIIII R AND THEN TO THE 1' CONTROL FL. TFC O�TS AVAL 98 FUTURE USE, 1 PORT SHRUB. HOOK-LP. FI AL LOCATION OF THE CONTROLLER VALVE. CONTRACTOR SHALL rwTALL EACH CUMFcr APPROVED BY THE CITY W%4TCTOR F40PE T IN A SEPARATE VALVE BOK FBML LIOCAT EN [TO -AL EST.EWi l L 8 OF THE BACIII DEVICE SHALL BE APS BY CONTROL VALVE A-3 i GAL SHRUB 2 MI I I ER OUTLET PER SHRUB. THE CfTY P CTOFL Irrl 0Tq 0A waz /_� THE SYSTEM HAS BFFW DEAD FOR 4V iM MAX. A_ NTITY OUT T /PLANT OUTLETS REa'D 4 BIIR(ls' MER EMITTER. A' A' L• AT 45 PSI MIN. SHRUB 5 B 7 213 4 OONTRhCTOR SHALL SET THE PFRF- tom FFGU"TM L. T01AOUT SAVAL 204 tL�MT1� �� OUT t 70 Ti`_ ,•,. �.G.1, MINISTER VALVE AT So PSI. CAP 4 REMAItIINO PORTS FOR to7` s .�• - TAL EST.E ,i rt 17 FUTURE USE, 1 PORT PER SHRUB. - momm �G , sua A s UK /' WATER MEWR'A' 1 1C !OC IY IrI p '[>R i - CONTROL VA V A-4 S QIRpl�t lows 4th - �I,rR, 4Q CA 91730 24" SOX TREE 4 W I I ER OUTLET PER TREE. ILMTM ELEVATION AT METER 1204' PHONE 714 1107-Ml SHRUB 5 PLANT QIUANTITY OUTLETS/PLANT OUTLETS RECD _.�.... �.... GAL 47TOTAL _ - -- - _ � • 1111 K_P.sti.l. m/EJIK 1411' LFLITLAFt ow-LE 1 TREE PER EMITTER. ILS � Ai EST. ►�TERS CAP 8 RERB.RIt WO PORTS POR -—L_ ww � � __—_ STAAT AT B EPRFg9U E M.• PSI ■ OL VALVE A-5 FUTURE USE. _j"_ e.g. MCWLW�Ic>t ll.o _� •la wLa- . ` .1 MAXIMUM DE AM 4f tai ANT ANTM OUT ET PLANT OUTLETS REG'o ' EE 24'BOX 14 6 84 -�- Rliltlt NLY1 -�— ' OVAL t _ /" �acu. ccs. �}.D WX H:;ORIMIIIITION WTAWD�R 5, ISM RICHARD OAXACA 0 C•C.W.D. 4 (714) 907-2511 Ism, _ R><a ucF uGs _ w J 328 329 MALs .E 1E ei 331 --fit 332 33 '"'� -i FAMM =PTW nut 4.0 yT .c• - -t— - CONTROL VALVE A-G - - - - - - -�- - - -� - I k*Fft Lm - - 0 - - - - - - - - -•—�� - - ■ F-' W r---~— •r — — — ' PLmff OUANTrTY OVTLETSIPLART OUTLETS RI FITTIM Lm tun ,rt• s - - rW TOT AL X S OVAL 38 6 18 .- ±�.---- 8tN11Ti/I CIIMt N (D 2 , uR ani.15 1 e IM MI LOIS ,.1 TAL EST. TERS 3 NEST RE ww"n AT KAM "ft PAtil111i �iEtG1 , u M W FOOTHILL BOULEVARD > « A : - — In. Rltnm wcnAnt orm-um �4*0 . p Iltsswt am mu�c: �L•,, � LaQ Z_ Q �pls![As rH001 •MANUFACTURE MODEL N� DESCRIPT102 DETAIL � ■ 0 OLSEN 1703 12 MULTI OUTE[T ErIj I I t Z.SEF NOT=ON PLAN. .1...4• , Z LW61 , ® APPROVED DRIP ASSEMBLY IRRIGATION DW ASSIE Ir INCLUDES,ONE CNAMPION 300-075 3/4- 'S' y �/� MANUAL ANGLE VALVE.ONE RAIN BIRD 1'PE ELECTRIC CONTROL VALVE, STATE RIGHT—OF—WAY Q V/ � ONE WILKINS BR�tZE 3/!WYE STRAINER, AND ONE WILKINS 314- MANUAL /! - WITHVIIIIIESLOC fING Cb3IG Y I ( 1l DO l NiS(Df GiZftTr OOiIC� � — — _— WITH LOCKING CONC LID EBDIT DOWN) B GRiSwOLDVAL - �+� - - rtso NORwAv cto!!+MAsrtR VE;KTRntw101t s12[((111110CAL TRANS)TRANS> '4' � � � , 0 CALSENSE (A) 2000-12 , AUTOMATIC IRRIGATION CONTROLLER,MOUNTED INSIDE A1IrERS"m '7' � 41f(BY 2000-12 1-M 265 WRIE54WLOSIU E,WITH RAINFIASTER PI RE 24PC PMOTE CONTROL PIGTAIL AND TELEPMOW V49LE CONDUIT FOR FUTURE IIODO'I, EXACT LOCATM SMALL R DETEF>r NM IN FIELD BY CITY INSPECTOR RAIN BIRD 33-DLRC QUICK COUPLING VALVE WITH LOCKING VIWLE COVER-3/4'REOUIRED 8' — — ' EVERY ISO - - =---- - -/F- - - �- - - -I . PEBco M TA REDUCED POLE %M TYPE BACKFLOW PWVENTER, SEE PLAN FOR SIZE M NIBCO T-113 LIfE SIZE 6.NE v/IwE WITH BRO►t2E CROSS F1M�LE '10' AS - 15UILT Pp OVAL APPROVED SCH.40 PVC "IED NDN-PRESSURE EMITTER/LATERAL ONE PIPING. FOR SHRUBS/ 11. A � �t 1} SET DESCRIPTION OF REVISION DATE A - GROUND COVER >RF.�AS NOTED- 12-MINtMUI'1 COVER ���PNDSCgp� I --- APPPIO� .0 �IEo hiTTER,LATERA`LITE PIPING, FREES RO � P 9�� CITY O F RANCHO C U C A M 0 N G A SIZEII'AS NOTED- Y MINIMUM COVER. ' s APPROVED 904 A*PVC NPIED PRESSURE•*IN LRE PIPING. 1 1/2-AND SMALLER,SIZED AS • 1 I' O �OLS� MIS W_MIFOR CPEWT1�I GZ NOTED to MiNll1W1 COVER AND h6kPfTE%,k4CE ISS T1RUCTION& � - T. APPROVED ACRrLd4TRILF- IRRIGATION PIPE INSTALLED IAOER NMI�SCApE, '1 I' O PP]rOR TO STAF[TOF OON'�'TFRUCTION,THE OONTAACTRJFR SHALL COIfTACT its;. �> I FOOTHILL BOULEVARD SU RIENITAD9TWICE DIA OF PIPE SLEEVED. 2!MINIMUM COVER Z OLSEN i lTM SYSTEMA, 10010 V*IEATLMM AVE, SANTE CALIF. %9TFo� O� sTrRENE,IPE Ass �pllE(010)SWa100 FOR I�TALLJITION AND OPERATION CALIF IRRIGATION PLAN APPROVED SCK 40 PVC 1 6ATKk14' NON-MATALLIC 00"T,INSTALLED LNDER .11. CONTR/ 7OR SI Wl PAY ALL COM INVOLVED FOR THIS SERACE. ==S DISC `!MINIM,R9 COVER _ O FOFll�1u►FOt9 B�oRIP vr�rE 601IP1nE11tT AND MRIV�: (TOITAL , �y PARCEL MAq 13724 0 A►PRDvED MUSH ASWVLr FLUSH OUT ASSEI'blr iNf�IDES lALCO WI IP-7S 3/4-(Txs)P'VC BALL , '12' Tm P�+VCT REOL> = ONE CA1BFI�SE M� � POA EVII�Ir � R OUTLET>�- � 111�!VAL _ � IS• bl��:A ,TiC. AJ<rl PY � VA VE.AND ALGAE"E SVIrT PVC FLEX NRIE: SLE DETAIL — _ - FOUR Nt MTiQN VALVEi, E.G. A CAII< # >IP�R}•2r4 :TADATE _ ® WJ11 NIVATCIAL 22M FLOW SENSOR, INSTALL 3r Do "T11FAM OF&P Po AND 30-LVSMAn 1�- 1 s R�.I E t � OF � DE &V CL&Vp CATO M ONLY AIS CITY APPROVED IG N EEY R.C.E. NO. 24953 OF MASTER VALVE ff TIE lTY OF TIE W_P"_wA. Tit- FOR �TAIL�/1 C/�TR�"' R '�"�T: ALL � AND M�!�`r� '� E - ftkLL W WTALLAW N PLAN AWAIS wm COMMIT Pte Eo11 1 G. " TICIIM CONTACT: ,LL BE PlIrr?!� TE D NII CIX!w?! "�WT r TH CAL- DESIGN BY: R£ T1 MTS _ ■TW KIfTM COQ€. $ MUfINS no 1't�!Al RI K AT114 VE 1 T ��� �Y tKsslsc lows MOISTURE seer sf PLAN FOR CIVAN l. CAIMF� CAl.Tl�'_ � W. _ �- � Imo, •(>� — owlwr+ • s A{.L '11tt Mom To DE 1llETA 11116D REFER TO S1- ET L-10 FOR PLMITNVG PLAN P�°r � �. " Wift N w ell� s _ _ _ _ _ un c TE OR . �i L-5 of -- -- - - - - PER CALTIE 4 t momok t v POR w OST M 1wwrorI 12 SM CDNIX T INMGATION CONDUIT CE DIA OF POPE TO GE SLEEVED./2'MINII�U1 Cts w=0• �: COVM Iff IAL ao, T ST r SECTION 20-214. A# A#. 8"A OF PULL MAM M L1. NOT 3W O.C.. wasSf'm POPE 10=0 V.v aA�l1POR p"u" 1 h1�i 1 CHECKED BY: LJIL No. 3432 DRA C NO. A�sTca CONMmT,W)LACED IN orEN TIIE>wtK � �T F�� ° `-' SCALE: 1" =20'—O" - — .� TO DET1l� Eli, ��„ �� ' DATE dOs NO. ,1000 00 /7�8 4-- sfT13�7 OF y�3 Pw a•i V )� Z V s'I. I S - I ce 61 IT '670N . 3G8 UtN a� &.1 l92 M6 3.2 372 fa>°hl &.2 >►� 1�M � � Z.2 I.5 /32 PN /5�CSI n•4 2.5 3 4 � 335 ' /1 J bt, 336 338 339 fl-uK• J T I. + = —�. �• L •� ---——---�-—— -NrK•� � � ——-••f-T - - Int• l r �• • • ,�—. --M.—:----- - -wc^-- we ,�^ �^ •1 r—r"� _— .——— -i+14r' -—-t�_� •—�--———-� —— T _- 1 K-"•' � „r. LL «t• •r • • e• J K.W ——— .a• W -.00--- — __ - - ^M , AK. r[^ T� K., yWK- K- Loo- rt• '!• - Its W M W ' IY4' >r{• 114• �' w,t. L�• I. y�„ `� keg i� I^ Lam. L i to M I a+�• ---^� m + FOOTHILL BOULEVARD W M 1W � -_j STATE RIGHT—OF—WAY 1 = Z 1 P.O.C.-POINT OF CONECTION. CONTRACTOR SHALL CONTROLLER 8 LOCATION. CALSEN:SF 12 STATION , RUN A 1 1/2•SUPPLY LINE FROM THE 1' POTABLE ELECTRIC WALL MOUNT OONTP40UJER MOUNTED NSVE ' IiRIICIATION WATER METER,(TO BE INSTALLED BY A MYER MEUGAM-295 ENCLOSURE,WITH RAP0.4ASTER CUCAAiON A 0016WTY WATER DIST.)TO THE 2ePC PEF*.AWT REMOTE CONTROL PIGTAIL AND TELE- VALVE B-i �• 1•PFIF89URF REGU ATM VALVE,THEN TO THE t' PHONE CA911 CONDUIT FOR FUTURE LEE. - �ItcTu Il O SIN h•�_ 2ACKF1.OW PREVENUON DEVICE,THEN TO THE FLOW SEE DETAIL T. CONTRACTOR SWILL OOORDPIATE THE PLANT QUANTITY OUTLETS/PLANT OUTLETS R O•D SEN90R MILD THEN TO THE 1"MASTER CONTROL 120 VAC POWER TO THIS LOCATION AND MAKE THE 5 52 104 e•S' L' �.I�+�� -- --- VALVE CONTRACTOR SHALL INSTALL EACH COM- FINAL HOOK-UP. Fk%_LOCATION OF THE CONTROLLER OUT 7S� 156 nrEwlTcet _t?o4' PONENT N A SEPAFMTIF VALVE BOX. FINAL LOCATION TO BE APPROVED BY THE CITY NSPECTCA I 52 T 1107' t .� • M-L Pott. __ SYMOOL MANUFACTURE 1'100E1 UTO. DEStlli►j1oN WTAIL O F OLSEN A�L'TENCE OPERATIONS%VMJAL FOR OPEAIATION CE THE 11A�LOW DEVICE SWILL BE APPROVED BY TOTAL ESl.Ek€IT t r t 3 AND MANTE► k&4CE Ptd. THE CITY NSPECTOR • _ ISM CIIAII O< tIILIR b-3_ st= i • OlSEN 1 708 12 MULTI OUTLET EMITTER,SEF NOTE ON PLAfI :i'-•4 OL VALVE B-1 fRvil VALVE B-7 ® APPWVEO DRIP ASSEMBLY IRRIGATION DRIP ASSl7•bCY INCLUDES.ONE O�A/f1ON 30O-07S W4- s THE SYSTFIN!HAS BFFN DESIC�JED FOR 4'1G1PM MAX "- , IKttIMI IEIIIIIt:+ b.t i:►.II. OPWR TO START OF CONS IR1C I ION•THE CONTRACTOR SHALL CONTACT AT 50 PSI MIN. PLANT QUANTITY OUTLETS/PLANT OUTLETS REO•D PLANT QU .ry OUTLETS/ ANT OUTLETS 'D MANN ANGLE VALVE,ONE RANI INAD I-PE ELECTRIC CONTROL VALVE, 2 tLmnom / , ONE WILKINS DPWE 3/4- WYE STRAINER, A/D ONE WILKINS 3/! OLSEN FV:t ATION SYSTEMS, 10810 WHEATLANDS AVE-. SANT'EE,CALIF. SMALL SET THF PFFS9l�FEGLILATNG 1 e4 1 4 SHRUB 5 GAL- 52 2 104 PRESSLIRE REDUCING VALVE INSTALL INSIDE CHRISTY CONIC Bal TOTAL OUT 'LS AV 148 TOT AV 156 Pe[slnit •t.t.t. H P.M.PHONE(ISIS)Se2�t00 FOR INSTALLATION AND OPERATION NSTRUCTIONS. MASTER VALVE AT 60 P>�. _. WITH LOCKING CONIC ILIO tsar ooww ..,. CONTRACTOR SHRILL PAY ALL COSTS PWOLVED FOR THIS SERVICE TO AL r j e 4 FUTLIFIE an T� 5 2 - -- ----1 ( TLQ j,�,ja O GRISwOLD 2250 NORrtALI.Y CLOSED MASTER VALVE, SEE►CAN PDR SITE (POI CK TRANS) _ _ ��.-..�...•m- .4..:,� _ _ TUTl1l ESI. � :; 14 TIL EST. fA`'I TE�� t 3 ' ---' __�_ w1rEI1 IIETEe 0 3 F&W-JLA FOR SIM DW VALVE EOUPIIIlFNT AND I�L NE' (TOTAL WATER METER'B' 1' CONTROL VALVE B-! CONTROL VALVE s-e i.r. ��� D CALSEMSE (A) 2000-12 AUTOMATIC wtRIGAT10N CONTROILLM.MOUNTED ar1610E A MI'E1lS MEW t R STs a - �— (B) 2000-12 1 f1 28S SERIES ENCLOSURE, WITH RAINMASTEA 24PC PERMANT REMOTE CONTROL PIGTAIL AND TELEF►O►E CABLE CONDLMT FOR FUTURE MODEM. 4 ELEVATION AT METER 1204' LOCATION SHALL eE DETERMINED IN FIELD BY CITY 06KCTOA _ ANT ANTITY O ETS/ A OUTL £ PANT QUANTITY OUT ETSlPLANT OUTLETS REQ'D - �,_ it►R MIL1t-•-•• � 1•_) _ SHRUB 5 GAL 92 2 184 TREE 24'BOX 1 6 96 IRS1R! VALVE 4<-t CALTRAl�lS RIE P 1dT: ALL PRES�LlRE AND S�!IRE 2�hICE 1411' TOTAL OUi Ts AyA� 76 AL OUTLETS AVA&- 112 1n AMN BIRD 33-OLRC anCK COUPCntG VALVE VATH waclN6 V1W LE COVER-3/4•REQI>rRm i FUT OUT I 9 OUTLETS 96 —L `"ju• 0 EVERY ISO UNI! SHALL E PII<.T"URE TESTED IN CO�ORPA WITH CAL- � TOTAL EST. I 1 t ' 23 TOTAL EST.EMfY , 16 IMII LIW Loss 1•0 STATIC PRE3Sl1FE p.a PSI —�---- ® FEBtO els YAP IIEDU('Cb PRESSURE 1roE SAC1ffLOW►faEVENTEA, SEE ALAN F01131tE •�' TRANS STA -I AT METER !' room t)ttrnll VALVE 110 _ CONTROL V V e CONTROL VALVE B• CALTRAIdS REQl1IRF NT: ALL PULL BOXES TO 8E NR$TALIED MAX IM DE Q 4t C�IIIf P ANTITY OUTLETS/ NT REO'D PLANT QUANTITY OUTLETS/PLA ocmETs REOro — IAWK Ut 4,0 ~ NIBCO T-I I 1 LUE St2E GATE VALVE WrtN BRDN2E CROSS rn F t0' PER CALTRANS STARPAROS FOR WIRE CONMXT IN HAAM'ICAPE I SHRUB 5 GAL 3 e SHRUB 5 GAL 59 2 lie FITTINS Lm (nU APPqP� SCM 4o PVC BLRim NON-PRESSURE EMITTER/LATERAL 111E►iM}16. FOR SI S/ t 1' MOUND COVER SIZED AS NOTED- 12-MINIMLI 1 COVER AREAS, SPACING OF PULL 'BOXES SMALL NOT EXCEED 200' O.C., HOL N-(~TION OSTAPIE0 SEPTEMPER 5. 1991 TM 96ouTS AVAIL 288 TOTAL OUTLETS AVAI_ 180 f I' 0"TIM CWAK REFER TO DETAIL #16, SHEET L-0, FOR FURTHER IR1�ORMATION. RICHARD OAXACA 0 C.C.W.D. S (714) 957-2591 , � Ft1TUFiE OUT rs 102 FUTUF�OUT MIS 2 _ APPROVED sCr1 40ovC Bulrm NDN oREss(URE EMITTER/LATERAL LINE PIPING. FOR T11EES �t TOT E61. Alf Y 4 TOTAL ST. Alf ItFtS 15 Tt�Tlll _ �tet7Ef t SIZED AS NOTED- 12'MINIMUM COVER 1011:53011011:530111111S7WPM AT IEAI: "•0 A►PRDVM S0/40 PVC 9MIED PRESSIK MAIN LINE►IWMI, 1 1/2'ADO VIALLE1t. SIZW As •t 1• OCX.R�ITY TY MB�TEI`;Dl�TF�`- OL V V CONTROL v VE B-10 MINI"10' MINICOVER e841 SAN� �CI ROAD CXJCIIA�''•I'+t+l _ ---.. p, 1fOti1l PKSSI�I �1I�: - ._ QUAKTITY OUTLET PLANT OUTLETS REO'D PL ANTM LET P ANT REO'D RMIC�q Cx� eh730 _- STAnC MESSMIIE 111" AILS: G9.V APPgOVM ACRYLOWTViLE- IRRIGATION MPE SLEEVE INSTALLM t►OER►Vi1DSCAPE, t t PHONE 714 -2'Sr➢11 76 1 76 9"# 5 GAL 58 2 18 BUITADIENE- TWICE DIA OF PIPE TO K SLEEVED 24-MINIMUM COVER `IS AV M 166 TOTAL OUTLETS AV _ 180 ttt. Pt1ETtppE MrA1tA1Lt iPIE-SIT): — STYRENE PIPE ABS r FILITLIFt 04f 15 OUT L.E1S 64 I[stsrnt LATER PIEsswlE: IUf.4 APOROVED SC» 40 PVC IRRIGATION!ELECTRICAL NON-1'7ATAtLIC C01QlIT IMSTALLED T $I, -1 t,i TOTAL ESI.EWfft�FI;r 115 1 —'— U►oE1t Al' K• ROADWAYS/HAROSCAPE 2!MINIMUM COVER S1Mtl witA OmrT PIESIA"�'3 M[Q•fRls �t ROL VALVEVTJ CONTROL VALV B•11 IlKTTTY ANT ANT UAKTTT1f OETAMT OO'0 O APPIADVED FLUSH ASSEMKY FLUSH OUT ASWIDLY IIKLUDES SALCO VAMP-7S 3/4'R14)POW BALL *12* VALVE,APO ALGAE RESISTANT PVC FLOE 10% SEE DETAIL 340 341 TREE 24 X 11 6 66 TRE 4•BOX 13 6 78 OUTLETS AVAIL. 13 ITOTALMLETS AVAIL 156 4D DATA INu5TRIAL 2200 FLOW SENSOR. INSTALL 3+0. TIKAM OF B.F►D.AIe)30►!>nTAEAM '1 T-•1 S FUTURE OIlT g1S 46 FVTUFfL OUT LE'IS 78 OF MASTER VALVE OT AL ES1.ew-iErts 111 TOT ST. tI iERS 13 �I� I S' WIRE COMM T PlR,I Bl>tI. •N• W WILKINS S00 1' PRESSUREPRESSURERESULAT 116 VALVE CALAININSE 100-S MOISTURE soesoas,SEE NOTE of Puw POR otIAMrITY ' •r __=' AOPROviD STEEL COMMIRRIGATION CONDUIT TWICE dA Of MP[TO BE SLEEvlID MIMM'R11 W �- r O O T H ILL BOULEVARD I COVER SEE CAC TRAM CONDUT STANDA",SECTION 2*2 16 QT WELD STEEL PIPE C01D1AT, IF.J/kCKED OR ORtLlEO O I CORRUGATED STEEL►ME CONDLAT. IF WACEO IN Creel 1164014 m , IJ Q , DSCA PpF9 OF �� AS -45UILT 4-30-16 OW EMITTER SCHFDULE: ITY � - � #. DESCRIPTION OF REVISION DATE APP OVAL r STATE RIGHT—OF—WAY 1 CAL. ocaaovER — — 1 lMITTER OUTLET PE11 SFIRtJB. — — — - r�OFCAI�F� CITY OF RANCHO CUCAMONGA - - - - - - - - - - - - - - - - - - - - - - - - ' B SHRUBS PER EMITTER. � CAP S REPAIN!!11f1 PORTS FOR FUTURE USE. 1 PORT PER SH10tw FOOTHILL BOULEVARD W IRRIGATION PLAN i GAL SHRUB ! EMIT1'SR amtT PER s11Ru.. t {� PARCEL MAP, 13724 4 SHP.t�m PER rnTER. no PAaXCT REO!II s ow m sl wxsnm .-f i1!t FOA NV"Y POUR 141 MII ALUM VALVES. E.O. A CAIS 2t�24 STA �► II$ 4XACBRAPO"ATIC. ALL PtN-MG I CAP 1 AEP ! PORTS POLI Ri[� DET' c - , AEC>m 4 VCy TURN CORS. FLACFV"- TOf .� � "��lull t PORT PEIt BI .,B. ALVES ETC APPROVED 8Y DATE � THE .__ OF THE M!l�R�l.�AG'T ! FOA "i-A��/►TI�AI1lP FVTtAt)E USE, « >]� WfTNN PAVED ARRAS CITY ENGINE � R.C.E. N0. 24953 ARE FOR DIa'I�M CLAFMCATION ONLY AND ICHAM �ATIQ�M CCWTACT: DESIGN BY: RE $ITE ��.P �- BFtALL BE NTALL�O NII PLANTING ARIAS T w TM KITH COQ! a t !4 BOX TREE SI1 11E1. NEVER P'O� LE. AiCll MU!RR!!Y 1 EM'TTEIt �•� P 5 _ C A1.� x _ _ _ INN BY ATE i TREE P!R _ P o.w, a,aa, . REFER TO SF-EET L 11 FOR PLANTING PLAN °FLi P" ""'" ,.� ) __— • oQ I�1al, MATE� of 12 CAMOMA UM CAP is AW � Pmts n s ss CHECKED ..:.. . P1lTtJ t 0 BY . 3432 ORt VG N0. A1" =20'—T SC LE: tlOIrw AR1FA !041 R1ET -" -�- DATE JD. N0. 11500.00 SKr-TT 37 OF 4 3. r a 4 t .. 1 MEYFRS MFUG 1 M 2B5 ENCLOSUIIf. ! -2q- � • 11111^ ` i. or11111111111110 ELECTRIC METER 5 21MINIMUM � s•y ti•S t;..::••+.• "`''' �. ' -. COLOR CODED MAP FOR VALVE •t , .-�•• ' ,•••'• .�,•..:. LOCATION INSIDE (PER SPEC'S.) Y~�NtPilNi / ti' `f :• •:�.�.•.. :Y.� • _ • • r CALSENSE 2000 CONTROLLER WALL MOUNT CONTROLLER IrMP fi k` �) ( MOUNT WITHIN ENCLOSURE. I I ' p� L _ _ _ J 120 VOLT WIRE IN RiGID STEEL I I 3177 74 �}1�•P•ati CONDUIT (PER LOCAL CODE) 4 � ON OFF SWiTCN AND 110 VOLT '00y I h EXTERIOR OUTLET TO BE PROVIDED BY �j r 1 CONTRACTOR. 13 - 0 •I•' L-13 LOCK NUT • .•. .i .06 mm FIMSH GRADECOMMON WiRE CONTROL WIRES IN 3' • O � ,+ - ;= j:,,• ;;_ ::�,� 11 lg �q " SCH 20 PVC CONDUIT t .` Z . . i _ Bi"3 iv9"Lom x x 2' a 3' a 4" CONCRETE FOOTING - ca o • .p . o o ,_.�'� ► �=I,=,a•w•�'A LO / ASM MIN 2 INSTALL A MINIMUM OF 3" ABOVE (� �o .ar,c� o. L o o �'► � I GRADE AND SLOE TOP TO DRAIN AT A MiNiMUM OF 2% 1 BRASS ANGLE VALVE WITH UNION - SAME AS RCV. *lfc 1/!'" ow 1/9R M ICIER,' LANBD EVIL.2. WILKINS 'YS" GRONFE NYE STRAgI" KITH 100 ME911 HOWL SCAN wUF 14 DIRECT BURIA�Lr�_V 71141L WIRING TO AND CLEAN OUT INSTALL PRESSUCIll'- GUAGE DOWN ST a--AM Or 2 Pvc LRAM ILIAL X K x x PYC it41A. M upru 4 VALVES BUNDLE AND TAPE EVERY STRAINCR - IWSTALi� L L"T HOR11JTALL.Y S FT. O.0 INSTALL WITIIIN MAIN 3O REMOTE CONTROLVALVE - RAINSIRD ft SERIES - PLAN LINE TRENCH SIZED. N/ 9RES5 UNIOIJ )( 4 SCH. 80 CLOSE NIPPLE - SAME SIZE AS RCV. LLMC 719 8 6 NOTES: 5 MPT X SLIP FITTING - SOLVENT WELD. 6. SCH. 40 PVC S X S X T TEE. 1. ff"TALI CONTROLLER PER MFG. PRiNTED INSTRUCTIONS AND PER tOCAL CODES. LOCATION TO BE 7 PRESSURE SUPPLY LINE. 1. MEOIAN ISLAND CURB. It MDBY7WaTYKWKICAll'r 0 7000WlMr-:110AtAM-Pt 2COATs 8 SCH. 80 PVC NIPPLE • SAME SIZE AS RCV. 2. EMITTER CONTROL VALVE ASSEMBLY. ANTIQUE WHITE SEMi GLOSSNAM .. E EL COLOR PER CITY 9 6 THICK OF 3/4" WASHED AGGREGRATE - PLACE BEFORE BOX. 3. IRRIGATION PRESSURE MAIN LiNE PIPING • SIZE NOTED ON DRAWINGS. . 2. COMMON WIRE TO BE WHIT A • E AND CONTROL WIRE E TO BE RE 1 O N COLOR. 0 PVC SCHEDULE 40 EMITTER/LATERAL LINE PIPING TO EMITTERS. 4. V 170�ttF4LTl•O T _ NOW, 1 POR R1111REI Off, #a 3. NO SPLICES SHALL BE MADE BETWEEN CONTROLLER AND REMOTE CONTROL VALVE. 4. CONTROL WIRING SEQUENCE CORRESPONDS TO OPERATING SEQUENCE OF REMOTE CONTROL VALVES 1 COI+c.vAiv5 BOOL w oaiC OOA+pt ODwTI101 vAtvr PVC VAIN UNE PYC 9191. 40 B.L 5. OLBON 63 2 Ott'114NO 900 W. XT DETIFIL.NO 4.AND AUTOMATIC SPRINKLER CONTROL UNIT STATION CONNECTION SEQUENCE SEQUENCE SHOWN ON QTY M B10XAND`3D UD 1$, BURIED LATERAL LINE PIPING - SIZE NOTED ON DRAWINGS. IIdTt: BNTALL r'!'RM IxAleRBT ABdAiOPXT►AiiR ARA DETAIL IS FOR REFERENCE ONLY SE IRRIGATION 12 '�MP`TRPQQ CT pm E C ION PLAN FOR CORRECT 7. GROUND COVER PLANT - REFER TO PLANTING PLAN FOR LAYOUT EC VALVE SEQUENCE S. RUN ONE EXTRA WIRE (COLOR. ORANGE) TO FARTHEST RCV FOR FUTURE USE. 1 COMMON BRICK. AND SPACING. B. PROVIDE RAINMAaTER 24 PC PERMANENT REMOTE CONTROL PIGTAIL AND TELEPHONE CABLE CONDUIT 114 WILKINS x500 PRESSURE REGULATOR - SIZE NOTED ON DRAWINGS' SET AT 40 P S.I. S. BURIED LATERAL LINE PiPING TO ADDITIONAL ROWS OF EMITTERS - FOR FUTURE MODEM INSIDE THE ENCLOSURE S MOVEN MIRE CLOTH noAnxw.IA'oALVANmBTEEIAMNI, REFER TO IRRIGATION DRAWINGS EXY T%w B6YOI+D VALvE BOK EMITTER REMOTE EMITTER WITH ACCESS CONTROL VALVE ASSEMBLY EV ( OR A SLE EEQUAL MFG . N . T . S GRo ND VEUTOMAT U COVER LAYOUT CONT R L ou O LE 7 --�- 5 3 � ROOTBALL + �• CONC VALVE BOX & COW. COVER EMBOSSED'IRRIGATION RCV' NOTE : CAP ANY UNUSED EMITTER • "CHRISTY 39 BOX 6 69D LID OUTLETS WTTH OLSON 1734 11 �/ EMTT'TER OUTLET PLUGS II TO SPRINKLER ANGLE PIPE TO • ay:1 SPECIFIED DEPTH WITH 45° ELLS s .- NOTE. \ / aJKx OOl>llllQ PlW 11YPt A SCH 40 PVC MALE ADAPTER TREE M971511 LOCATION, VHRP3TY S&I A TYPE A 2 hk&TI-0UTLET EM I TTE R3 EYP 1 8" CAPILLARY (PVC) BPRkjQERBLOCI(1404 CLKKODLI![JN(>tPIIEC'TIDR BRASS UNION PERTREE TUBING (NO. OF TUBES) AS .� BRASS NIPPI` NOTED ONEMITTER DRIP RAIN BiRD 33 DLRC WITH YELLOW STRUCTURE OR SCHEDULE. 3 L RUBBER CAP SUPPLY ONE KEY HARDSCAPINGNOTE: 5 PER 12 QCV'S INCLUDING NOSE "SNAP TATE CONNECTORS LOCATION OF OUTLET SHALL / SWIVELS ELECTRIC CONTROL VALVE BE RELOCATED BY CITY AS 4O.C. FINISH GRADE INSTALL IN ROOT SYSTEM GROWS. REFER DRIP RMBW GAP 6302 . PLANTER BED ONLY2 MINTO IP _- --- -- -- 18 MINIMUMZ• 4 MAX,- FINISH GRADE ON PLANS ATTER SCHEDULE \ 4 TVP. TUBING STAKE 'r x x c x 7 1i �� I i ►I ~ �� I „�- 2 PIG TAIL EXPANSION 2 MIN. 00 ���\ aSON81SS `-Z Y 2 MIN I I "%✓ _ - �, � - LOOP (MIN 24 LONGI TREE- -BRASS REE-BRASS ANGLE GLOBE �. STAINLESS STEEL ZVALVE W UNION I I BRASS NIPPLE SCREW CLAMP ~ - � WOVEN WIRE CLOTHi BRASS 90° ELL MINIMUM (31 PLACES y' 1f GAUGE. 1R-GALVANIZED BTM MM. �� _ �OLSON 1708 1l x X x X BRASS 90' STREET ELL off.. , ; E)CTfT10E0rMtlN.B�ONDVALVEBOX 2.GPH MULTI.OUTLET 1 4:0.C. �pNDSCgA BRASS NIPPLE 6 LONG 94 REBAR STAKE o• 1 _ TYP. 1/8" CAPILLARY / EMIT TERtINSTALLED ��� p. F F9.p BRASS 90' STREET ELL I . \J 3 4 WASHED CRUSHED TUBING (PVC) M�2i O �y l24 LONGI J P • AGGREGATE i/ I SKCO -1 � rn 25-PVC NO 'S, THIS SHEET 6 8 SCH 80 PVC NIPPLE • s+-.. CONTROL 6 COMMON WIRES MEDIAN ISLAND CURB, 2. EMITTER CONTROL VALVE ASSEMBLY. saw* a \� ' 3. IRRIGATION PRESSURE MAIN LINE PIPING • SIZE NOTED ON DRAWINGS. SCH 40 PVC SjtS1T TEE PRESSURE SUPPLY LINE TOP OF FINISH GRAD[ APVC SCHEDULE 40 EMITTER 5. OBD P � A�. NOW. 1 FOR *#M Wi t& I NOTE TOP OF COARSE GRIND MULCH SUPPLY PIPING 12 ' prI.OW 1 1- INSTALL CONTROL VALVES A MINIMUM OF 12 FROM STRUCTURES OR HARDSCAPING FINISH GRADE 6. BURIED LATERAL LINE PIPING - SIZE NOTED ON DRAWINGS, I PRESSURE SUPPLY 2, INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. 7. SHRUB PLANTING • REFER TO PLANTING PLAN FOR LAYOUT LINE FITTING AND SPACING. 8 3- PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. . BURIED LATERAL LINE PiPING TO ADDITIONAL ROWS OF EMITTERS - PRESSURE SUPPLY LINE 4. /LACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. OLWN 6303 ACCE88 BLFEVE REFER TO IRRIGATION DRAWINGS.. WTALL.�O WITH FNMA GRAPE S ATTACH CHRISTY' VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND VALVE NUMBER TO CONTROL WIRE 8 QUICK COUPLING VALVE WITH METAL STAKE6 REMOTE CONTROL VALVE WITH MULTI-OUTLET DRIP SYSTEM A ' EMBLY S � _ SHRUB LAYOUT SHUT-OFF VALVE S UNION/ (MASTER VALVE 4 FOR TREE 24" BOX ____ 2 CONTINUED MOM SHEET L-! GENERALNOTES GENERAL NOTES CONTINUED ON SHEET L-8 OF 12 StMtLEMMAL IRA ICATION'SPECIFICATIOMS - .11 - 14Wa . AS - BUILT ALL MAIN LINE PIPING AND CONTROL.WIRES UNDER PAVING SHALL BE INSTALLED IN SEPARATE SLEEVES. MAIN LINE SLEEVE SIZE SHALL BE A MINIMUM OF TWICE ALL SPRINKLER EOUIPMENT NOT OTHERWISE DETAILED OR SPECIFIED SHALL BE INSTALLED AS PER MANUFACTURERS RECOMMENDATIONS AND SPECIFICATIONS. 1.44 BNcrliptt" (2X)THE WAIIETER OF THE PIPE TO BE SLEEVED. CONTROL WIRE SLEEVES SHALL BE OF SUFFICIENT SIZE FOR THE REOUIRED NUMBER OF WIRES UNDER PAVING L h+Nr t/M DESCRIPTION OF REVISION DATE CITY REFER TO SPECIFICATIONS FOR ADDITIONAL DETAILED INFORMATION. ='� MCI" 1� ,�Ott" town..T/M � �,�t mfr 16 APPROVAL ALL LATERAL LINE PIPING UNDER PAVING SHALL BE PVC SCHEDULE 40 PIPE AND SHALL BE INSTALLED PRIOR TO PAVING swiflutse". �x"M N so 41vw 4y B ADV(ANTI-DRAIN VALVES) UMTS AS SHOWN IN THE DETAILS ARE FOR TYPICAL INSTALLATION ONLY, AND MAY NOT BE REOUIREO ON ALL HEADS PRIOR TO 1� >f - E~ CITY 0 F RANCHO C U CA M 0 N GA PIPE SIZES SHALL CONFORM TO THOSE SHOWN ON THE DRAWINGS. NO SUBSTITUTIONS OF SMALLER PIPE SIZES SHALL BE PERMITTED.BUT SUBSTITUTIONS OF INSTALLATION THE CONTRACTOR SHALL VERIFY WiTH THE ON-SITE GRADES IF THERE IS AN ELEVATION DIFFERENCE OF 24.OR MORE BETWEEN THE HIGHEST HEAD 3.N LARGER SIZES MAY BE APPROVED. ALL DAMAGED AND REJECTED PIPE SHALL MI BE REMOVED FROM THE SITE AT THE TIME OF SAID REJECTION. D LOWEST HEAD ON A SYSTEM, THE ADV S SHALL BE INSTALLED PER THE DETAIL /1414 o81f Of cos%pM snow FINAL LOCATION OF THE AUTOMATIC CONTROLLER SHALL BE APPROVED BY CfTY> 7pR THE CONTRACTOR SHALL VERIFY THE STATIC PRESSURE TO BE AS STATED ON THE SYSTEM REOUtfiEMENTS. 4 s1� �' io Mrs W p+ itttrk / `IN `fit FOOTHILL SHOULD THE STATIC PRESSURE EXCEED 20%OF STATED PRESSURE, STALL A WLKINS'600 SERIES PRESSURE REGULATING VALVE(IN A SEPARATE VALVEBOX) B 120 VAC ELECTRICAL POWER SOURCE AT CONTROLLER LOCATION SHALL BE PROVIDED BY OTHERS THE IRRIGATION CONTRACTOR SHALL MAKE THE FINAL DIRECTLY DOWN STREAM OF THE BACKFLOW PREVENTION DEVICE. SET THE REGULATING VALVE AT 10%HIGHER THAN THE STATED SYSTEM REOUIREMENTS CONNECTION FROM THE ELECTRIC.At SOURCE TO THE CONTROLLER. SHOULD THE STATIC PRESSURE BE LESS THAN THE STATED PRESSURE,NOTIFY THE ARCHITECT IMMEDIATELY. IRRIGATION DETAILS LRAIfS S>r[Cif#CATION!< ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH t•,FLADE UNLESS OTHERWISE SPECIFIED. ALL STATED GALLONAGES IN VALVE CALL-0UTS ARE ROUNDED UP TO NEAREST GALLON. PARCEL MAP 14 372 THE IRRIGATION CONTRM:TOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE WITH MINIMAL OVERSPRAY ONTO WALKS. 'AE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING PRESSURE AS SHOWN AT EACH POINT OF CONNECTION THE MAXIMUM DEMAND OF GALLONS PER MINUTE t•11 111111"w" Wrle"w AAAI M %pakili'f W bm"aM in sr41"m am y STREETS,WALLS,ETC. THiS SHALL INCLUDE REGULATING THE PRESSURE AT EACH VALVE TO OBTAIN THE OPTIMUM OPERATING PRESSURE FOR EACH SYSTEM ALL LOW VOLTAGE WIRE FROM CONTROLLER TO VALVES SHALL BE SOLID COPPER OF#14 DIRECT BURIAL TYPE USE BLACK INSULATED WIRE FOR CONTROL AND In swolop I"et AaTmc WHiTE FOR COMMON INSTALL IN A COMMON TRENCH WITH PRESSURE MAINLINE PIPING WHERE POSSIBLE. BUNDLE AND TAPE TO PIPE AT 10 FOOT INTERVALS APPROVEC BY DATE THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES. ETC.. SHOWN WiTHIN PAVED AREAS IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN NLIA2 hwwww 4A1B pw*IV am as ewwa of CITY ENGINtER PLAMTING AREAS M" vl�*n ww*o A ► R.C.E. N0. 24953 PROVIDE A MINIMUM Of tB-COVER OVER ALL PRESSURE MAINLINE PIPE AND 12'MIN COVER OVER ALL NON-PRESSURE LITERAL LIPS ALL PIPE UNDER PAVED •A!o•b1E�o w �"'�" ' -- __- WHEREVER POSSIBLE THE CONTRACTOR SWILL LOCATE ALL VALVES IN SHRUB AREAS. - �� �. AREAS IS TO BE INSTALLED IN PVC SCH 40 SLEEVE WITH 36'MIN COVER SLEEVE LOCATIONS TO BE AS SHOWN ON PLANS AND INSTALLED PER DETAIL RE IT IS THE RESPONSIBILITY OF THE IFftnATIO N CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL GRADE DIFFERENCES,LOCATION OF WALLS.RETAINING WALLS, SA3 Too 4/ W+omwe Mn wiw llivowopft opeowo of ItM pow•*p M►some ,Tw KlT11 STRUCTURES AND UTILITIES. THE MIGATION CONTRACTOR SHALL REPAIR OR REPLACE ALL ITEMS DAMAGED BY HIS WORK. HE SHALL COORDINATE HIS WORK AL'.OUICK COUPLER VALVES ARE TO BE INSTALLED IN SHRUB OR GROUND COVER AREAS WHENEVER POSSIBLE AND WITHIN 1B'OF THE HAIDSCAPE ALL OUK;K 41RA �"~ C41 Tt 11 > ! WITH OTHER CONTRACTORS FOR THE LOCATION AND INSTALLATION OF PPE SLEEVES AND LATERALS THROUGH WALLS.UNDER ROADWAYS AND PAVING.ETC. CCUPLER VALVES LOCATED IN TURF AREAS SHALL BE INSTALLEED IN 8"DUA - - - DRArN fr.rAn ►am r r ftwo ll.nle.i _ ._. ALL tltl!!'� w-T?I ^ TIQ TaT AES "q!'Y Oi DO NOT WILFULLY INSTALL THE SPRINKLER SYSTEMA AS SFIOVYiN ON THE tXiAWtNIGS WHEN IT IS OBVIOUS NN THE FELO THAT UMCNOWN OBSTRUCTIONS.GRADE ALL THREADED PIPE CONNECTIONS MADE TO SLP-JOINT PVC PIPE SHALL BE MADE WiTH A PVC THREADED COUPLING. ALl THREADED ADAPTERS AND COUPIIN('a.S DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONIS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGIN( ERING SUCH OBSTRUCTIONS OR ARE TO BE DURA'DEEP SOCKET TYPE a- • AM 1Y TNS NM TO MAD 'C"V OF DIFFERENCES SHOULD BE BFKM--(T TO THE ATTENTION OF THE OWP fR'S ALI►FIQPLIEO RE WNTATIVE lIXTY""All TMS EAE''--T Tt?At N tom,'( C.��'01 AND =TATE OF CAtW ttA 9W p_4tT�' T OF acme BY: NO. 3432 011 tls. INSTALL ALL SPRAY HEADS WITH NOZZLES OF THE APPROPRIATE DEGREE OF RADIUS FOR THE AREA TO BE COVERED. ADJUST ALL NOZZLES TO ELIMINATE TV-"_'" ATm'•--MI `(J, a� SPRAYING WATER ON BU4WG 0S ANO HARDSCAPE ADJUST ALL VALVES FLOW CONTROLS TO PROVIDE OPTIMUMOPTIMUMPERFOF�MCE. As HIO. t 1600.00 /L/f:J L - 3 43 NOTC: 1. EOUIPMENT TO RE INSTALLED AT A MO MUM OF 24- FROM ANY STRUCTURES OR MARDSCAPtINO. : SOC ME1P. 7� y ti. CALSENSE RENDITION ❑F -TYPICAL CONTROLLER I ISI S T A L L A T I O N WHEN VMT IS NEXT TO A STRUCTURE Q.E. WALL. SUILDING, ETC.) MOUNT TEST COCKS ON OPEN oft- NON STRUCTURE SIDE. III CLEAN BACKFILL SEE SPECS. FOR -!I.. MATERIAL. 90% COMPACTION REQUIRED. i,,.• BACKFLOW PREVENTER ASSEMBLY _ LINE SIZED BRASS , ' • ,�� . „ ' I, � MASS MPPLE TYPICAL 111 PLACES GATE VALVE MASE NIPPLE - TY►ICAL NON PRESSURE LATERAL LINE AND DRIP 12) PLACES L CNQ16-ry LONG•VALVE BOLI 1' IN TUBS AREAS - TUBING SCH 40 SNAKE PIPE IN TRENCH. �— • MASS NIPPLE WITH 2-6' ENTEPISLOMS MID � 3• IN SHIUB AREAS .._......-._... LOCKING COVER BY MCTEX -- — `�� GRADE �` � MASS WYE STRAINER WITH 60 MESH OR C EAIAL. _ r ` COMMON \� VALVES ' BRASS UNION MONEL SCREEN WIRE PRESSURE SUPPLY LINE SCH. 40 C1.31S � •" THICK s 12" WIDE CONCRETE PAD E N E (LENGTH NAMES PER MANVfACTIIRERI 4 1 xt SNAKE PIPE IN TRENCH. — lE l 12 /� ID SLOPE TO DRAIN AT MINIMUM 2%. - - — -- EXTEMSICIM FROM WATER SOURCE FINIS21 H GRAD L,iA T R-I lawn I _lt � COSEC T I[1rtS 4- 01 I — .LAI No BEDt S PIPE CONTROL I G SG DIA#t TERS --� BLACK R'E0 -- -� 10 PIPE DIAMETERS 0 PROVIDE 2" OF CLEAN BACKFILL —I 30 3o WIRES 1— ` �_ t _ MASS 90• Ell TYPICAL 12TYPICAL CONTROL WIRES BUNDLE AND TAPE I I I l�, IIz FLOW CALSENSE AT 5' O.C. AND INSTALL ADJACENT 2E "fill 121 PLACES TO PRESSURE SUPPLY LINE 12'" : 12" it 12- CONCRETE IMIPLIN'[ Z 90% COMPACTION THRUST BLOCKS - TYPICAL • 1tl2 f M ('� 1WItoF �J I — WATER FLOW IN I REQUIRED 121 PLACES If BCH 40 PVC MALE ADAPTERS ++ • _— E)<TEl'lSIOr _ o O TYPICAL (2) PLACES U i LINE TO SYSTEMS Mtj i.a—• PEA Gi�AviL -� BRASS 90' ELL TYPICAL (2)PLACES -- DRALM SUW MASTER E BACK-FLOW PRESSURE WATER C•'VALVE NOTE REDXIWJ ._ W-JER 1•GRISWOLD 1' DATA W 1• FEBCO VALVE 1• WILKINS VBYRRANCHOCUCAMONGA 1 PIGTAIL AND LOOP CONTROL WIRE AT 90° CHANGES IN DIRECTION 2250 220P e25 YA 500 WATER DIST. �• CALSENSE RENDITION OF (DCALSENSE FLOW SENSOR INSTALLATION TYPICAL CONTROLLER INSTALLATION TYPICAL TRENCHINGLNG REDUCED PRESSURE BACKFLOW PR V NT OR —' 13 DIAC•MMMAIIG OWLY ItOCATE OUTSIDE OF THE STATES RICHT OF WAY PLAN IDENTIFICATION LABEL FOR L ABBREVIATION SEE IRRIGATION LEGEND. FOR CONTROLLER AND j STATION NUAMER SEE IRRIGATION ONE BIACHIEW PLAN. 3NE SCR EACH LABEL -- ; 4 RECLABIED WATER WARNM LABEL y'# ---- WEEN RE.OVIRED. ooNc. VALVES=%W OONC.oO11M 1! ION"TV t%z -e d i l r>*V ITY AM SOK W/I MO LO SECTION 114" SLOTTED HEAD 1 ' FIMSH GRADE MACHINE SCREW W/ 2 WASHERS a NUT LABEL 'STIP-TIT[• - =llr= II[r~ E l.L C T R!CAL r CCXvGPETE V,4LVE bM- CUT[C TOR — — COVER — _ DRI LL LABEL VER a co 2" MIN 2 "Iw 2 ' MAX. TO ACCEPT SCREW 4 �-- � FINISH Eft A K)DE . Ilk `r 2" MIN 2" MIN III= III SE MSIR —+-- MASS GATE VALVE i— CCIM�On wiltF a 6 B ill 2'►mulf+ur, � .II - CON+TRtl IMI Tis. . . — • • ^ 3• • ` 3. WITH BRONZE HANDWHEEL VALVE BOX IDENTIFICATIONCON v AL V E I RQ IRE — • 3 'I ExTIE n r eEroMn vAL vF Box 2 MINIMUM _ Bir WITHIN ` 7 . I I.. ( : •. oI 1 J p �. 100 • .S ;,_LE !CX _ t•yN � - -- — - RMT SYSTEM - _ •1 I� •�.•�•+�� �, i •�", I 3!4" WASHED CRUSHED / I I I( ` \I e I• 1• t• i • .1 . i ' '• 0� •• AGGREGATE BASE t•Pr + PsvEvE�t was_v I/ 1I 1 I AT E=CE CF PllEVErT ca _ — i.. r �5 c.C1 I II I ANY LCNIGTH - � T------T ------ ' ct_ 14 AWG WIRE Y%%/,/%1�:�%//moi TO SENSOR �• • •• ��",� • a ��d C+PU I I I 1 LOCK BOLT F�. WOVEN WIRE CLOTH •3 AE P.FC4C,,C -; o r :7 • (� p I 2 LIFT HOLE SCH 40 PVC MALE ADAPTEPS SHRMMD MULCHz __:_ :_:::�► 40, �'I i� 0 L3 L7e �� I o° Gip � 'o -WOVEN WIRE CLOTH 4 FMNSHGMDE w� tF J ������; I '���- �fL :�- Q m L.-c. SALOO WMP • Pca;..o CE LAE v t � - � (TSI � PVC PALL VALVE PC;"., T� CEkd( lilCCt I THREAD T T.Ru — •1-E�ItiE [:cs;CvEa ,� PVC SN• 8011 fO h� ELL NOTE CCyvsc;;? CA «•.t,,a CCrvc 1 -3 TMFe TE VALVE BOX WITH MLQMp%tG(� 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. CHMLnCtiS1L20 SJti •ITA PILI *PC O`p,NDSCApF ally sea.40 PVC LATEFIIAL LIF. �� DO PFG q�n 4 y, SECt; ri r TwK OF 3W WA9HFD� � -o ' THICK OF 3/4" WASHED AGGREGATE MULCH AgaWoATE. m IL IRRIGATION CROSSOVER CALSENSE SENSOR INSTALLATION BALL VA GATE VALVE- 311 or smaller � OF CAO 1s 1 a LVE FOR EMITTER FLUSH BOX PULL BOX PER CAL TRANS DETAIL 12 10 D LAG R A H Tl[ o oc+Cog'"AL+E wl a COVER GENERAL NOTES CONTINUED FROM SHEET L-7 OF 12 ,At•(D •oRESSJRE LEW"TM' VWWrrr IIs>! Box .er0 LM) 'IRRIGATION SYSTEMS WITHIN THE STATE RIGHT OF WAY SHALL BE FURNISHED AND INSTALLED IN AS R� L _ �/ ;N CANT ZEDS SLIP BASE SOCKET OVER END OF WIRES ACCORDANCE WITH THE PROVISIONS IN SECTION 20-5, IRRIGATION SYSTEMS, OF THE CURRENT i(NcsM .r7A0[ CALTRANS SPECIFICATION• DESCRIPTION OF REVISION DATE CITY STEP , , APPROVAL lullWOVEN WIRE CLOTH FOR VALVE BOX IN THE STATE RIGHT OF WAY SHALL BE 19 GAUGE, 1R' L STRIP WIRES APPROX 5'R' FROM ENDS TWIST TOGETHER GALVANIZED STEEL MESH. THE VALVE BOX LID SHALL BE GLASS FIBER REINFORCED PLASTIC, CAST N " IRON OR STEEL_ CITY OF RANCHO CUCAMONGA APPLY SEALER TO OUTSIDE OF SEALING PLUG Flll Y CAVITY WITH SEALER s I - s li STEP 2 VALVE BOX IDENTIFICATION SHALL BE ENGRAVED IN A 2-LAYER,EXTERX)R-SIGN PLASTIC PLATE OR FOOTHILL BOULEVARD CONTRASTING COLORS. COLORS SHALL BE BLACK FOR THE BASE PLATE AND WHITE FOR THE TOP • rIM'E M011 IETER �• - � rRESSU�E REGIX.AT�R L PUT CRIMP SLEEVE OVER WIRE ENDS CRIMP SLEEVE PLATE. IRRIGATION DETAILS t K TO BACKFLOW AND CUT OFF EXCESS WIRE THE PLJITE8 SMALL BE A MINIbAUM,OF?'X 3'X III Q'TFICK. THE LETTERS MID NUMPFRS SHALL BE MEVENTOR /-- PULL BASE SOCKET OVER END AS FAR AS POSSIBLE A MINIMUM 1-IM' HIGH. , R JII-� STEP EP 3 THE ENGRAV®LETEM AND NLIttMM�EXPOSE THE CONTRASTM LAYER OF PLASTIC. ; PARCEL MAP 13724 T = if�1X,�, /r!' cyll-VANITED lT1El IMlI, d`� Y. - , • .y` +_! , EXTftr,*n T2 CWYOND+�I. Vxw K �__ PUSH SEALING PlUG INTO BASE SOCKET TW KAM SMALL BE ATTACHED TO THE COVERS WITH OOI RCIAL DUALITY 91RA"OR CADIUM APPROVED DATE B Y PUSH = I �) O +,.••amu r.•t°, ►--.Y„�....a O ASSURE _ •• ''.'. • • . . ' •`•:: — WIRES TO END OF BASE SOCKET T PLATED BOLTS,NUTS AND WA.SNERS A3 SFIOMVN ON THE PLANS*. CITY E N G I N E E COMPLETE SEALING OF CONNECTION R.C.E. NO. 24953 + +• _ •• • ~• DESFGN t3Y_ RE ,L L � STEN -7 W TME R;liT11 CO�RNRI:B INDICATES FLOW IN G.P.M. FOR ELECTRIC CONTROL VALVE (DRIP MODE) °RiN'" �' :=►ate. y4• WSItO CRt1SNED urFEGATE RAINBIRD SNAP TITS wlgE CONNECTOR Ms< INDICATES AUTOMATIC SPRINKLER CONTROLLER STATION NUMBER L-S OF 12 WIRE CONNECTOR INDICATES ELECTRIC CONTROL YALYE SIZE CHECKED ELY: No. 34.32 17 PRESSURE REGULATOR VALVE ,I: 11Boo.00 /'yG8-L SST OF 67 RIP 47 BP 47 5g 5 1 PTW 30 5 , 322 3 3 _�24 325 326 327 1a 4 — — — :, • -1 1 7 tz • ' W �lc to J o � LOO 1 � 3 + RL 6 LI. O 8 3 OZ 24� 2 00 4 1 LAJ 40RL 3 m + °° V) V) FOOTH I LL BOULEVARD \L4: La 1 W M 1 � • t .. Q W Z 0 STATE RIGHT—OF—WAY I J i I 1 i I , i SITE MAP Asr.aa.eie.+r�• I I I ►tI NEMAN AREA SHOWN ON THS SWET i 29 BP 1 I 328 329 330 331 332 333 ,y W 'I W 00 F-- 1 , . (A c0 C� + _ W 1 W4 LI M FOOTHILL BOULEVARD >0 , 24" W , o La m _ Q J V) W W , t U 'A � H STATE RIGHT—OF—WAY Q was me00 as — � - - � — � �p.ND SCgp CALTRANS-MM • _ ? 9 � T � — — FUF� AS .p �V I� / �-30 PLANTING LEGEND OF CA ABBREV. SYMBOL BOTANICAL COMMON NAME SIZE SHEET QTY. REMARKS CRY DESCRIPTION OF REVISION DATE APPROVAL 'ALL WORK PERFORMED IN CONNECTION WITH LI LAGERSTROEMIA INDICA 24" BOX 12 15'-0" O.C. HIGHWAY PLANTING WITHIN THE STATE RIGHT OF WAY 0 CRAPE MYRTLESHELL PINK MALI CONr-O 3M TO THE PROVIS ONS W SECTION 20-x. � ) CITY OF RANCHO CUCAMONGA 'HIGHWAY PLANTING' OF THE CURRENT CALTRANS RL RHUS LANCEA 24' BOX 9 20'-0" O.C. STANrARD SPECIFICATIONS.' AFRICAN SUMAC FOOTHILL BOULEVARD MULCH NOTE: CALTRANS NOTES: PTW O PITTOSPORUM TOBIRA 5 GAL. 97 4'-0" O.C. PLANTING PLAN WHEELERS DWARF USE A 4" THICK COVERING OF 'COARSE GRIND' 1 . MEDIAN TREE LOCATIONS SHALL BE SUBJECT TO STATERIP' RAPHIOLEPIS INDICA 'PINKIE' 5 GAL. 47 4'-0" O.C. b PARCEL MAPS 13724 SHREDDED MULCH IN ALL PLANTING AREAS, AS REPRESENTATIVES AND CITY INSPECTORS APPROVALS. INDIA HAWTHORN MANUFACTURED AND SUPPLIED BY: BLUE RIBBON APPROVED BY DATE NURSERIES, ORANGE, - CALIFORNIA (714)633-3666, 2. SHRUBS AT MATURITY SHALL NOT BE CLOSER THAN TWOCITY ENGINES R.C.E. NO. 24953 OR CITY APPROVED EQUAL. PRIOR TO PURCHASE FEET FROM BACK OF CURB OR ONE HALF THE DIAMETER BP BACCHARIS PILULARIS 'TWIN PEAKS' 1 GAL. 76 6'—O" O.C. CONTRACTOR SHALL SUBMIT A SAMPLE TO THE CITY OF MATURE GROWTH FROM HARDSCAPE EDGE, WHICHEVER DWARF COYOTE BRUSH (PLANT 3' FROM DES" BY EDGE OF PAVING � Or INSPECTOR FOR APPROVAL. GRADING OPERATIONS IS FURTHER. ) � ym SHALL ACCOMODATE SHREDDED MULCH. ORAM er """'bow QUANTITIES ARE FOR ESTIMATE PURPOSES ONLY. FINAL PLANT QUANTITIES -�d ....M... TO BE INSTALLED SHALL BE GOVERNED BY THE INDICATED PLANT SPACINGS. tv,c " L-10 w 12 awacm BY: HM 3M O MM REFER TO SHEET L-5 FOR IRRIGATION PLAN. SCALE: 1"=20'-0" � L G8 - - PA" 1 $Vwlt 1L 1.01 06MIFTION 0. Operation amts welotesaft" 1lawselst ►. arose Pipe sod rittinges 2. All target $mill be &►►roved by Arebttott prier to instailatIM. I. rlrshlwg of frstaslt A. see" of mimeo 1. Prepare and deliver to the fy with!■ ton calendar 40079 1. Where iNdiested M the dtawtNgs, use red brass screwed pipe S. Water supplrt 1. Atter all now ret on w hard covet binds:• with tentermf t• Federal • •►[wear pipe div Slodiversion • Iet1M •N confer ! t Fed al : &LIc t!on 1WW-P•131. ! r t• , M ►K K seg �. is lace sold r •tion and services wetossat s t•atalw/ the following information. e•wwttM, all necessary dtwrslon tms[1t has b'os 4MMsp�eted, and w a materials, ran t , three rings a s h0 ►[ th I1 lab+r. t M M M I. 1NRter lrrt $ton • tons 11 M 4u•ttmeetN t• taros 1 � y • r wry r SK ►[1O[ to 1Nhta11&tlos of • 1wR1K heads, this control valves shall 1 to furnish art Install Irrigation Systeme •• s6ewn M she drawings !. Fittings •hail N red brass tontermitg to Federal specification points of eeeiw•ction as lndfeaeod M the drawings. M MP"e'me'a and • N'Il hoed of vote[ used to flush out the • •tow. shootM and described berets. •. lodes shoot stating Ctracter'• &"rose and tolephene /w-P-460• y wrsoer, list of equipment with saws and address•• of local 2. Caonectlons shall be made at &pproslmate locations as shown M A. S►rlwklsr Seades • A. 0•t• r•laeet • ALtTY ASS>tPvlltCt a 1Rs'>�TS drawings. Contractor 1s res Bible for minor ch. s eoraN 1. ? 011 Mo00 maiRrtsetuset s tBpresBRtatlVe. m• Pt'w � by Ya t•R4$ t Ma. actual site ! i 1. Install heads where shown M dsa+rt Be Mit ewteN Nxlhxtm A Permits and rNst 1. gate valves ) and smaller shall N 173 lb. SW bronTt gate � b. Catalog and parts hheet•M curry material ace egttips,.nt • c! • drawings pe wog hews M •[ • seed manufacturer. V wedq* ugq+e y aloe with screw-in Mrw�.t "*rising •ts+ and solid dtse. K and all rates and all installed under this eonesaet. M g C. tlectrfeal suppl7t The CMttaet•r Shall •brats sw40 pal t awr M .04 TQIPORART It"A I he ws tlOt�e a• required. 7. Cate valves )' and smaller shall have threaded ovula and Shall N f. tleetriesl nenwoetions for autematfe goneeller shall N mace to i Pee [ogr t. Guarantee ttatepent. • equipped with a►r0"as hamAwhesl. electrical points of eo�wsoetion as indicated am the drawimge. A. Where it M7 be fseteh9&ry to astt&vate seer sainting trees, exercise 0. Nanrtaetuser • Oireetisest d. Complete •poet/*g and maistemante instruction on all major care to avoid injury. Eitcavats b7 hand to areas where 2 lath and egrspme"t. 3. Gate valves 30 and smaller shall be similar to those manufactured 2. ConwoctlMs shall be mads at •p►rextDete locations as •howl M larger toots occur. n • r. tit wet untaer and heavily wrap with s4rver&1 Nanwt&cturtr • directions and detailed d[wimgs shall be follow" by Mibco or approved *"&I. drawings. Contractor Is responsible for miner Q{r.1E� cached y y ► •[ articles reed is t6!• layers of burlap, toots 2 1Ncltee In diameter except there directly to Is a cases $Ater• ton manufacturersa •ttual a/te e•ndtions. P y 1 11mentioned matntena"et ha"r 1s. snide contract Lurwis6 directions coveting points not show as the drawings 2• two •Mitt's to the oace ere 1 P t6o Owmer • malNtent•wte per$a"wel with instructions for major 4. All gate valves •ball be installed pet installation detail. the path Of ftrlg•tion limes or consult. Were a dltchrng machine is .t TION urn close to trots h•v&mg roots smaller t.A•s 2 inches is diameter, MW specifications. egrlpmswt orfs show evidence /w writing t• the G1Y at the ) ) tMSTALIa conclusion of the prefect that this service lies boss rendered. /. prick coupling Valvas$ Mnd trim walls Of the trench adjacent t• the tree making clean cuts.s. Paint ort •ad demagod riots 1 lwch and larger with two tests of Tree C. Ordinances and MgrlatfMtt A. Ttswchtwgt 1. Quick esu feat, or other approved. Close trenches ad •cent t• tr**9 with&* 24 A11 local* mrale! 1 and state laws, !. �g$ttpmewt t• M rurnlshed$ piing valves shall have & brass two-piece beds with j hwrs, Of shade the tree sloe of the heath with burlap •r Canvas. ant tutee and fegrlatiMs IocRi vinyl c• designed for working i. Dig trenches straight and support pipe eo"einrertl7 eN bottom of M � r ► 9 M Pressure of 1S0 ISI p governing or relatimg to say parties •L this work are hereby I. 'inppl? •a p rt of tai e9"tra t e followt$i toile: operab a with quick coupler. Key site and type shall be As •hewn trtnch. Laout to an even incorporated tote sad made a pact eL those spetitlestfons, and their 'A. II (�) Vodit• rit� four �4� iruerts seen, ![ required by on plans. y grade. andmo ?reaching excavation •hall ).OS F1ELa Qt1AL1TT f:diTRON. provisions shall be tarried out the c•mcract•r. Am thin• contained Cit Inspector follow layout i"/ieated on drawings and as meted. P y r y P A. Adjustment of The •rhte•$ conflict with &m et special tools required for resevI dis- iw firms• specitic•elMs shall wet N Construed t• e r s. 11ro (2) set• of ep i eq `.. G. OacR[1w ►reventlon f111ichi !. Provide for a misipum of eighteen Iltl inches Bever for all the above cute$ •*d regulations or requirepents Ot the same. liorever. assembling and adjusting each type of sprinkler and Valve pressure supply lines.P pe r r 1. Flush and adjust • r j sprinkler hoods for lswrl performance and to whew those s tacat/ons owl drawings t•s K describe maesrs•1•. supplied on this project, if required ►y City Inspector. 1. •acktlow, prevention units shall he et site and t indicated on 'pt peel M PD P j P ape prevent overs ra one• walks, roo#we a parking roar and workmanship. or construction OR • better quality, higher standard. Or C. One (1) soil probe, it required by City Iwspeetos. the irrigation drawings. Install NCRflov prevention volts i" S. irevfa• for • mf"!mw sever of twelve 17 inert• te[ all won• P P y ns the ( 1 buildings. r � ~ m• • larger mise than is [tguired by the about rules and [egulatse b. one (1) five toot valve key for operation of Bata valves, accordance with Irrigation construction details. � provisions •f these specifications and drawings shell take prscedtwce. if required by Cit Inspector. pressure lines. von h have a on ed 2. 1[ it is determined that edjrstmes$cn to the irrigatlM egwlppent 1 valve box �s . 2. a strainers •t backflw, prevention units • all h • br : t. One ( ) Wye ► 1. ►revfls for aminimum Bever of eight"* Iltl inches [•[ all cow maks the system • here t[ttctive sake the • re�aN •d ustmowch •sr lantatfM • Orw! ss T. Two 2) keys for each automatic controller. $crews hod with 60 Desh menet screen and shell he similar to � � o. p t N• ( � r C. ?fro (2) kers for each controller enclosure. ball• IlOos or • control wiring. prior to plantings. Adjustments eerld else mea" changes 1N y approved equal. s ble s• indicate all n hoe • • I. Ow to the Beale Ot drawings, ft /s sot s ! .R. Owe 1 quick coupler R• and utthi • • i tl for each nettle sizes and degrees •[ arc. ofteet4, fittings, eleeaeM etc. which yI be required. The tow (1) )gquick coupling valves installed. M. Cheek valve$$ S. sleevesvide for a minimum nowt of eves. teat lend fnehos for all Contractor shall carefully investigate the structural and finished ii. ?our (4) .rotor (when used. ) •feta••pavcroement into the Plat and drives. and t:tows 17' past edge ). days tt• raised sprinkler heads meat M •eeemplished within ton teNdition• affecting all •N his work and plan his work accordingly. L the above sentione� equipment shall. be turned over to the City 1. Anti-drain valves •hail be of heavy dray Virg%" PVC construction of paaenent into the Planting area. oars after notification y Owner. turmishisg such fittinq•, etc. as may be sa, lead to Deet such at the conclusion of the project. N ter• final inspection can with r.l.P. thread inlet and cutlet. internal parts shall be s. Oack[illingi 4. set sprinkler hoods t•aditlona. Drawings are generally dlagremr .► • tit and indicative of occur, written evidence that the City has received material stainless steel and neoprene. Anti-drain valve shall be field •P perpendicular t• tiNi4h»d grader rwless tMry!$e sheat on drarfwgs. the work to be Installed. The work shall be imstsllN IN such a 1 04 wet-be •Rove to the City Inspector. adjustable against drewout from S to 40 feet •t head. Ants-drain • & mamwor as t• avoid conflicts betwssm err&••tion syst"Ge PFX)DU T DELNEAII.•TORAGE AND HANDLM valve shall be similar to the valeon •ADVO or approvedequal .• Valmohe r 1• Th• trenches shall not be backfilled until •11 with tests art pertord. Trsnchts shall carefully backfilledl@4 with the on�• Testing •t lrrlgaeiSystems i plancamq, and architectural features. A. Mandl%M et MD!M and Fittingsn excavated materials approved for bsckt/fling consisting M et earth.Control wirings loam. sandy clsr sand or other approved materials.la free from large 1. est prestnee • t Architect 44 hours In advance of cas 2. The word CtTMas rood herein shall rotor to the teCewtraetes f• cautioned s• exercise care is handl! . loadlM. clods et earth or stones. sacktill shall he mechanically testing procedure. autherisN representative. unloading, and storing of IVC pipe and I/ttiwg•. A11 PVC pipe shall i. Connections between the •rtemaese controllers and the electric in landscaped areas to • dry density equal to adjacent undisturbed be transported in a vehicle which allows the length of pipe to 1&e control valves shall toe made with direct burial copper vire soil in planting areas. •&ckfksll will conform to adjacent grades 2. Test pressure lines under hydrostatic pressure at ISO ►•rads r ). All worn tolled for on the drwinq• y notes Or details shall M err*!shed and Installed whether Or not specifically mentioned ice flat so as Not to arb7ect it to undue beading or concentrated external AWG-u-r. loo volt. Pilot wires shall be s different color vire without dip•, sunken areas, humps or other surface Irregularities. •gusto loch, and prove watertight. ~ lead at any point. Any section •f pipe that has Ne" dented or for each automatic controller. Common wires ohs 11 be white with the specifications. d&"q*d will be discarded and. 1f installed, •Mil be replaced with a different color stripe for each automatic controller. Install 2. A Lino ranular material b•ektili will be initially Metes Test! • !n accordance with valve manufacturer's specifications and ver• • y pl•eod on all M t pressure mafnlimes shell •vers ►tiK t• iweeallatlM of elect ow new Piping. lines. No foreign matter larger rho" one-halt 11/21 inch in est• electric control valves. 4. The Contractor shall wet willfully install the irrigation chart. In no tae• shall vire site be less than 114. will N permitted in the i"lesal backfill. system as Shaw" on the drawings whew It sa obvious in the field 1.6S GUARANTEE J. Test piping under to-be-pev d areas under hydrostaticof that obstructions. grade differences or discropencso• a* area 7. Miring Shall * as p the same trench and shall lt Installed along 1. Flood! •f trenches will N permitted Ont with a yd ptetoua paving. A. Tho •rants♦ ter rho s rlwR!•r frtigatfow • stem shall be mads as the •amt rove• ss prsssvre Supply os •iteral i►nsS wherever M N y pprwai et the lS0 pound• per sgu•rs inch, son prow wtertlght prier to dsmtnslows exist that might mot havo been considered iw •r ► r Architect. engineering. Such obstructions or differences should be brought accordance with the attached form. The general conditions and possible. to the attention of the Owner's authorised representative. In supplementary conditions of these specifications shall be tiled with 4. It settlement occurs and subsequent adjustments Is pipe, valves, 4. drop- pressure !w lines for at least 2 rens without ►raters• the U or his representative prior to acceptance of the irrigation ). where more than one III wart is placed in a trench, the wiring drop- it pressure ores• oltre" 2 hours. replant tO&Nt• and repeat the eve"t this Notification is Not performed. the irrigation N P I P •pfnRler heads, Tarn or planting, or Other co"scrYct&on are test until such floe •a w' preeerst step$ •cert. eontracter shall •saw.• �r11 responsibility for any realsios system. shall be taped together at intervals of tow 1101 feet. necessary, the Contractor shall make all required adjustments 4ry,t, r►IafparJ(Y � /'rte Mr "spli4 without coat to the Owner. S. Prevldt Necessary force pump art other testi Necessary. R 4. Provide an expansion curl within ) toot of each vire conn.ctlow. n• egttlPe•ent Necessary.Ensure sufficient length of expansion curl at each splice C. sktill coder i. When the sprinkler Irrigation srstoo is completed, porters a 1.•) SV1MiTTAtl Co. A copy of the guarantee form shall M included Ivo the operations . Tst connection at each electrical Control so that in case o[ repair, ng and er Pavng$ coverage test to determine &L the voter coverage for and maintenance manual. the valve bonntt may be brought to the surface without discos- 1. •acktill trenches located under areas where paving, asphaltic areas to complete and adequate. Correct fwadpldoe to o A. Material Ustt wetting the control wires. Loosely lay control wires in trench concrete or concrete, with sand - 6 inches under the pipe and deviations from drawings, or whet• system has willfull been D. The "grantee form shall be se-typed onto the Contractor's without stress or stretching of control wire conductors. y 1. The Contractor shall furnish the •rtltles.9"Ipmewt, materials. letterhead and contain the following antermatloni ) inches ever - and compacted in layers to fS percent compaction Installed without brlaging possible deficiencies to the sttentfM of ►rK•sses specified by name ice the drawings and spscslicgt&ons. using manual or mechanical tamping devices. Compact trenches for Of the Architect in advance. Porters these tests prier to MOsubstitu►4ow * will be alled without prior written approval GUARANTEE TOM SPRINKLER IRRIGATION SYSTEM piping to equal the compaction of the existing adjacent Ywdss• planting of ground covers. by the nTM. curbed soil and leave in a firm unyielding conditon. Leave NAttrTENANtCt We hereby guarantee that the sprinkler Irrigation system S. All splices shall be made with �:rlry Connector $eal- trenches [lush with the adjoinimq grade. )•Ot 2. Complete material list shall be submlttod prior to pettormsitg SOT w have furnished and Installed to tree from defects in Ing rocks, . of approved equal. work. material list shall include the manufacturer, model materials and workmanship.- and the work has been completed Use one splice per connector staling pack. 2. Generally, piping under existing walk• Is dont by jacking, A. Ensure complete successful system •pergtioa tot 7 days under automatic "member and description eI all materials and equipment to be used. in accordance with the drawings and specifications, boring or hydraulic driving, but where any cutting or breaking operation prier to any owbs"weat constructtM Operations such as ordinary west and tear and unusel •bus*. of neglect exeep- i. Field splices between the automatic controller and electrical of sidewalks and/or concrete is necessary, it shall be dowa and plantings. 3. ipmewt •r materials installed or furnished without prior ted, We agree to repair of replace defects ice materials control valves will not be allowed without prior approval of the replaced by the Contractor as part of the c•ntroct cost. gr Permission to cut or break sidewalks art/or concrete shall be 3.07 CLEAM-OP approval of the qr( may M rejected and the Contractor and workmanship. Including damages consequential Architect. required to remove such materials from the site at his ow" to defect• In materials and workmanship and repair Of obtained from the Architect. No hydraulic driving will be expense. replacement, which develop during one year atter completion J. Automatic Controllers$ permitted under concrete paving. A. Clean- atter each and acceptant• •t work, at woo cost to CUN . we agree to u► portion of this worn. jbream y remove retreg ort 4. Approval of say item. alternate K substitute indicates only that make such repairs and replacements within a reasonable time, 1. Automatic controllers shall be of site and type show" on the oxcsss dirt from site, walks and v! wog and tae"&wog dewed. paving by brem$si the product or products apparently meet the sequtrements of the as determined by CJT`f'. atter receipt Of sotict. In the plans. Information or to such repair* and re Iaceoents B. Correct damages to work Of Others to s4•lg/N&l condition. o the i urs to ma 1 1. Provide fora ■inimNtm cover of eighteen 1t Inches twee* ons on the basis i event o[ our roti P and s itfcati • 1 1 N the drawingspec sawpl•s submitted. within a reasonable rim• after notification br CIT`( we 7. Final location of automatic controllers shall be approved by the top of the pipe and the bottom of the &ggrsgats base for all t FINAL oOfiRVATIOM IRtOR TO FINAL ACCICPTAMC'! authorise CIN to proceed to have such repairs and replace- owner's authorised representative. pressure and non-pressure S. Mmnufanturer's warranties 96411 mot relieve the Cowtractsr of his Dents made at Our gxpense and we will pay all costs and oncrate paving and extendp120 pastaedge•of pavementl.altlC liability under the gwar•wceo. Such warraweis• shell only A. Operate each system is Its twtlroty for the ArCtnfcect � �� � charges upon demand. ). Unless otherwise meted on the plans, the 120 welt electrical pear final obs•rvstson. Rswrt items not to Architect's •atlataettM.h* � supplepswt the "great**. Projects the automatic controller location to be tarnished by others. 0. Assowblis$$ /rojects The final electrical hook-up shall be the responsibility of the 0. Show evtdtnce that CITY has rettived aeesseertes@ charts, record 1. Record ams As-•tilt Drwisqui Locationi Irrigation contractor A*40 CTY- 1. Routing of sprinkler irrigation lines as Indicated on the drawings, tools and equipment regu&red betere Nasal inspection coo signte$_ drawings in diagrammatic. Install lines land various as•emblsesl occur. 1. Two Contractor shell provide sed to" or rp to date a complete Chmpanyi E. Electric Control Valves$ •as-huilt' record svt of blue lime *solid prints which shall be Address% in such • manner as to conform with the details per plans. WRIMMU corrected daily and $bow every chaff" from the Original drawings _ ).011 provide the following Oate .ot eceptancei !. All electric control valva• shall have a mawYol Ila adjustment. J. install m0 multiple assemblies e" plastic lines. Provide each and speciticatioms and the exact 'as-built• locations, sites assembly with its ern eutltt. A. Prevsds the t•11w&ng praet mecf[feacion [Or the meet! and kinds of aqu&ppewt. priests for this purpose may be ebca&wed PART 2 i�t?OWIS 2. Provide and install one control valve hes for each electric wga shewnt cost. be kept nthe site and shall bewood onlyas a record set. control valve. J. Install &11 assemblies specified herein to accordance with 1. Pre-job contsrewcg 1 days. 2.01 MATERIALS respective detail. In absents of detail drawings or specs$/titre"s L. Control valve boxes$ pertaining to specific items required to complete work, perform 2. These drwings shall els• stave an work progress sheets and shall A. Gemeral$ Ooe only vow materials of brands and types noted on draw be the basis for measurement and payment for work coopltted. The ions, specified herein. Or &"roved equals. 1. Use 10' x IOC' round box for all eats valves, �tP� VK� � such work In accordance with best standard prsctlos with prior approval of Architect. Contractor shall make most and legible •wnotationa thereon daily WT, 0- �� .r.l�r,-, �' Py �P'�'• t. ►rtssrre • 1 • as the work proceeds, showing the work as actually installed. •. pwC pressure Main Lime Pipe and rittings$ 4. PVC pipe and fittings shall be thoroughly cleaned of dirt, dust rPP r lime imetallatioe and testing M hour•. These drawings shall be av•slsble at all times for imspect&om and shall be kept in a location designated y the C�. 1. Pressure mainline piping for glass 2' and larger, shall be PVC 2. Use 9-1/2' a 18' x 11' rectangular box for all electrical control and moisture ds aha lwbe as tion. Installation b at a and and fitting t welding methods shall a a• rocomm•end•d by the pipe and fitting 7. Automatic controller Installation ft 41 Acott. Class 115. valvas. 6q VapA Mip bqp WV Op- AfFpovsp 02_104_ manufacturer. 4. Control vire 1NstallatfM • 48 homes. 2. Pipe shall be made tram an Nor approved Type 1. Grade I. PVC 3. Before the date of the tlwal inspection, the Contractor steal! compound conforming to ASTM resin specification 01714. All M. Sprinkler Me•det S. On PVC to metal connTeflons. the Contractor equal worn the metal transfer all information tree the 'as-br1 Ito. PCLots to •' pipe must meet requirements as set forth to raderai Spgts[scatsON on all connections first. Teflon o tape th approved equal. shall he used S. Lateral line and sprinkler INst&11atfM 4. hours. , procured Item the Architect. All work sball'be PS-22-70, within appropriate standard dimension IS.O.R.1 . 1. All sprinkler hoods shall be of the •amu alae. type, and deliver ti all threaded WC, and o* all threaded IVC to metal threat. most, is ink and subject to the approval of the CITY. (Solvent-weld pipe) . the *as* rate of prec:pitat/on with the diameter for radiusl of Light wrench ns are Ia &11 that is oaded ed. Whore threaded •• Coverage test 4t hears. throw, pressure. and discharge as shown on the plans and/or PVC connections are welded. use threaded PVC adaptors into 4. The Contractor shall dime*siss fres two 121 permanent points of ). pressure mainline piping tet s&Tes 1-ti' and smaller ohs II be PMC specified lnthe s special provisions. !Arch the pipe may he welded. 7. Final inspection 7 calendar days. s. welded ofwt •. When Mse v reterg"co, brllding e•rmor. sidewalk, of real intersections, etc.. Schedule 40 with solvent j E. Line Clearances r t&ons how hoe" witnessed M Msties to the Contract ether 2. Spray heads shall have a screw adjustment. than the Architect. •dew evidence Of such in wrltlaq. the IKselM •[ tJte tollwlmg ltsmrs$ All lines shall have a minimum clearance of six 161 inches from tach a. Coaaeetton to existing voter limes. other and from lines of other trades. Parallel lines shall not be C. Site observations cannot eeavonee witWmt hat rd Or&wtsgs. Parties b. Cewwcties to ex/sting electrical power. 4. Pipe shall M made from Mfr approved Type i. Gras. t PVC installed directly ever one another. requesting ebservats•ns are subject to hourly reimlrrsomowt to others e. Cate valvas. compawnd conforming to ASTM resin specification 1785. All pipe It observatleas ors r stod w&th"t all ether r mot most regviroments as set forth in federal speciticatio" Nr'• Ur egv&r•mosts haw&wog d. Muting of sprinkler pressure limes Idimewsiom mass. 100 K-21-70. (Solvent-weld Plpel. r. Automatic Controllers been met. along routing). �.._. ._;.. .. e. sprinkler ceetrol valVes. Install as per manufacturer's instructions. Remote centre! valves S. IMC fOlvewt-well fittings shall M sModrle 40, 1.7, if-1 Mfr ¢ All apinRlsr heads •f the mama type shall be et the same ■any• shall be connected to control lot to numeric•I sequence as shown on the f. 8lsrt!*g et Control wiring. • roved cenformf t• ASTM test procedure 02464. •. OufcR e•rpling valve$. PP w• P [acturgr. 11. other related oquipme*t as directed y ton C1� HighiVos. �. solvent cement and primer Lor iVC solvent-all pipe and fittings fO On K before the date Of tie timal INsPOctiON the Contractor shall be o[ type and !n•tall&tio* methods prescribed by the G. High velcsge Wiring for Automatic Controllers . FAS --15UILT shall deliver the corrected aimpc�•mplste•! p�s�v nr%/In/ 40 ♦1+G manufacturer. PART 1 EKECVTICN I. Coordinate the 120V. AC. power to the final &►proved controller QTY Architect. Delivery of t %0_ Will aerelieve the Contractor location. e1 the respeovibllity of furmisbamq required information that may 7. All PVC pipe swot beat the following markings$ -DESCRIPTION OF REViS'tON GATE M Mitred [rem the into. ).OI IMStEtT OM ��� pt 2. 120 welt pews connection to the arcepacfe eensrofler shall w - •. M•netacsurer'e same C. Controller Chartta b. Meplwal pipe ata• A. Site Cenditie"s$ provided by the irrigation contractor. t. schedule or clase scaled dimensions are approximate. The Contractor shall ). All electrical work shall conform to local Codes, ordt"sntes 4" CITY 0 RANCHO C U C A M 0 N G A . All Po 1. Aa•built drawings shall be approved by the C1TM before d. Pressure rating is P.S.I.Pst controller chart* are prepared. a. NST (National sanitation roses tion) approval check and verify all site dimensions and recsiv CT1''� r"ion authorities hewing turisdreation. - [. Oats of extrusion approval prior to proceeding with rock under Ch1• section. 3. Provide a" controller "art tot each Controller srppliN. t AlAll fittings shall bear the manufacturer's none or trademark. 2. txerelse extreme cars In excavating and working moor existing FOOTHILL 8 M• Remets Control Valves$ mactri•1 designation, also &PP1icable 1.P.•. sohser1B and Nsr utilities. Contractor shall be responsible for damages to j. The thawt shall show the area emttoliN by •rtemstiC sea1 o[ • roal. utilities which are caused by his operations or neglect. Check !. Install where shown drigs d details. IRRIGATION SPECIFICATIONS t.atrolle: and .hall Non .uilmrm rise whish the controller existing Ytilftfes drawings Lor esistiwq utility 1Katlows. h door will allow. C. QVC "o-Pressure Lateral Use Plpittgr together, allow at least twelve 1121 inches between valves. ). Coordinate i*stallation of sprinkler Irrigation materials. Install Bach remote eontrel Valve /s a separate valve boa. Align ' elreed 40r•vf of the actual as-built include pip*. s• that* shall be 00 Interference with utilities Volvo boxes to each ether. PARCEL M AP 13724 M • t M ► N The chart i' to M 4• ""-pressure ed lateral IINe piping shall he PVC '� New ens re batt I PPM �• 1 K r $ Once is motconstruction • difficult !" land trees, shrubs, I'I •y$tem. Ne+•ever, in the *vast the ewtcrollo •gu or ocher r y planting )"this wbo* the drawing to redreod. It •hall be enlarged to a with solve"t-rtld jesnts. •Nd ground covers. I. D•�prtr6 the Control ler end station number M sash warn box rep *is* that will be readable some■ reduced. 1, Grad* it PVC tom- with epoxy 'r olttrf•r enamel paint. ' 2. Pipe shall w mad. iron 11�r approved, Trp. APPROVED 8Y W1TE S. The chart shall N a blaetliwe n b1w lime as&!fa print sad a pound conterel"g to ASTM rosin sp•citicataon 01784. All Pipe 4. The Contractor shall aartfully eedeR all •stat• t• worsatks n CiTY ENGINE[ R.C.E. NO- 24e wit meet requiropt"ts set forth in Federal speclticataon himself that he may safely ►secesa before starting work es the I. A11 valet blush !"stalled meat t•from pavement ge turfs shalt diiterest color shall be used to indicate.tbe •ria •t Beverage sprinkler irrigation system. Installed !lush t• glade •M 4' trM the edge of • ter each station. ►f-7-22-70 r/tb as appropriate standard dimemsiow ratio. r P• ,. " rP�L�ChAF [>ER�� •'r: X. loth and • •rod. ton chart 96.11 M Memetically 3. tacept as noted is paragraph• I aced 2 of section 2.010. all 3.07 PUFARATIOM M �� DQ P. 0. Who eI PPr foaled bower* two p/seg• of plastic, each piece belag a m/siomo requirements NK won-preswr• lateral lies pipe and fittings 2 A. M7•ic&1 l.erertt y`{ *"It be the am" as Lor Nlveot-weld pressure main line pipe habar and fittings as set North 1n secti2.010 Ot these specifics- `" t 01 •►~ I$ wile. VSO on • 7. !hese charts shall be completed sod epprevod )r1•t to tins' tions. 1. Prier t• installation, the Contrattet Shall stake out all pressure • supply linos. routing and 1Kat1on of sprinkler hoods. ifeerwtioe of the irrigation srstes. F OFCA10� ` �, 1AXWG1P" All areas to be hydreseed•d shall be evbloct of wed All Tants shall be set at such a level that atter settling Ew- k .. ;..; This section includes services labor, materials, program. e . i do container, eradication aa, the bear a sass ro •t ens\ T to the surrounding finish transportation and equipment necessary to couplets the dna • a• they bore di the wi' fine era in the con miner, landscape planting and construction as indicated and broadcast 12-12-12 tortilla• at • rate of 100 1166/00. unless otherwise indicated. specified. Gro-!over planting tablets shall be placed is see% planting hole XERISCAPE ASSGZWXRM 1000TR1<a[rurfst ASSESSMENT SYSTEM SUMMARY water .It. ter ' minimum '` ohne. w..k6 `' densis!. "..4e. t-acw Apply Dont ed kl118r per manufacturer's specifications. per the manufacturers specifications: The term •planting Areas shall seen all areas to be planted Discontinue irrigation for a minimus of 4 days atter 1 tablet per liner end flat site plant POINTS REFERENCE with trees, shrubs, grourdco covers, sod and seed. application. 2-3 tablets per each one gallon e i-! tablets per each live dellen container 12-15 tablets per each fifteen gallon container CLAIMS ( hoot /Ref. (i) 14-16 tablets per each 21' bot plant I. LANDSCAPE [Point Value] Perform actual planting during those periods viten weather Continue water application ter • minimus et two weeks. and soil conditions are suitable in accordance with locally accepted horticultural practice. At the wa of this irrigation application manually clean and I. Water conservingplants.(20] 20 L-10/1 l remove all weeds. Moplant will be aooepted !f the•rsetball is broken or Remove from the site, reek and other growth or debris arae either beton, during, or atter the process of 2. Turf limited to 25% (45% residential.[20] 20 L-1 0/11 accumulated during the duration of the landscaping. Repeat process for a second week kill and manual cleaning installation. and removal of weeds. 3. Plants grouped by watering need.(101 10 L-10/11 Mtore excavation for planting or placing of plant All plants snail M tborerughly watered In to the full depth arterials, locate underground utility lines still in use and NY�MTM �T�npR of each planting bole immediately after planting. 4. HaJdscape (non-irrigated) surfaces.(101 10 L-10/11 take proper precautions to avoid damage to such a snai improvements. in the event of a conflict between such lines seedmix and rate shall be as specified on plans. All trees, 1i driven larger, shall M staked ' " two and plant locations, notify the City Inspector who will wood stakes, driven la the ground. The stakes al be S. Permeable paving.[$] arrange for the relocation of one or the other. Contractor "rose" amendments shall be applied as specified is triton Rah runs► sun of the stake goo l mare shall th taken will assume responsibility for making repairs to damage the soil test. toot the driving les of ee stake areas not faste"nagned the tree toots or rootball. Tree tie• shall M tastsrad to each resulting iron landscaping as heroin specified. tree and stake 1 1 figure ••s with the Inside 6. Low-water turf varieties.[$] Mulch materiel shall M 2000 lb6 virgin wood fiber per acre. diameter of the that �or� tinea the diameter et t\• tree 7. Mulch provided in non-ground cover areas.[$] 5 L-1 0/1 1 !criers grading and soil preparation only during the period when beneficial and optimum results say be obta nod. If the Equipment used for the application of slurry shall have a �t �� per at+ou inq bock of the tie to the stake w4, _a*Iiw1,1fd S. Soil arTlendmenlS.(S] 5 L-1 0/1 1 moisture Denten! of the soil should roach such a level that built-in agitation system with an operating capacity working It would !•@troy sell structure, spreading and sufficient to agitate, mus and bcmcoq•neousl six the Gu7intt: All specimen trees larger than 2L inch so: to b• =eyed 4 . pend y as imdicstsd. grading operations shall be suspended until the moisture slurry. Distribution lines shall be large enaugb to prevent Total Points Claimed: 70 content is increased or reduced to acceptable levels and the stoppage and to permit even distribution of the slurry over desired results aro likely to be obtained. All landscape the ground. In order to facilitate proper coverage, the TM staking err guying shell an accomplished in nuc\ a (Minimum Points Required: 601 erose to drain at 21 minimum. equipment cast have a pump capable of exerting up to Iso per canner u to insure the proper and ►a.lchy yrowth and the at the novel.. safety of the planta, property, and the pub! e. Seated dimensions are epproxlmate.Adbefore proceeding with subeurtaoo drsltaaq• required which may affect big guarantee laacapinq, carefully check and verity dimensions and seed shall M bags Contractor shall be responsible ter all surface and delivered to the site in sealed g• end the p' IT. IRRIGATION[Point Value] Immediately Inform the City Inspector of discrepancies supplier shall attest to Its purity. of the tris, shrubs, and vines. 20 L-5/6 betwoon the drawings and specifications and actual 1. Low gallonage irrigation system.[20] conditions. seed shall M ceded to the .lorry after the natural woo. fiber mulch has been incorporated. Pruning after planting shall require City persiestan for all 2. Automatic Contmiler.(20] 20 L-5/6 ouentiti•s for plant materials are indicated for oonvonlenc• trees, shrubs and eines, when necessary, to provide the only, and not guaranteed. cbock and verity count and supply A green color additive shall be used In the slurry for specified or approved standard shape, tors and size sufficient numAer to fulfill intent of drawings. visual inspection purposes. characteristics for each plant. Pruning any include thinning 3. Designed to water plants by watering needs.(101 lo L-5/6 and cutting and shall be under the direction of the City iced shall not remain is the mixing tank for • period Inspector. Cuts over 3/� inch !s diameter shall d• minted ' 4. Soil moisture sensors. 10 h4squotely stake, barricade, and protect irrigation groster than thirty minutes. with •a approved !ref sealant. p ( ] 10 L-5/6 equipment, manholes, utility lines, and other existing pp property during all phases of the soil aa.rdinq and grading S. Rain sensors.[$] operation. The slurry shall be applied in aswop! motion. Caro shall be taken to distribute the sloth evenly overall6. rlaatisy t • d smooth and even too all cionstructed surfaces be! treated. Pure grading shall M being� n+4 Orourdoorors shall M Ranted lnl W areas lndlootad. The Wind sensors.($] sles�ents, I.e. walks, buildings, eta. gr-oavdowor plants shall be pct 4hr P�,� (ege,.J Ci worst J 7. Sensitive to slope factots.(S] Rpectumen Tree selecttowt City Inspector &ball be called to site to verity, inclusion of all specified ingredients ter bydrooeoding application All Down lasts shall M planted with sell second 1. Contractor shall notify City Inspector to where prior to spraying. All grin�sta staggered cows allspaced te et the Inter-vale 8. Reclaimed or recycled water.[$] specimen of material is to be obtained 1S days prior to indicated. 99e evenly Total Points Claimed: delivery tp alto for approval. t6tarisg 60 2. Immediately reeove tri• not approved. Areas to M leaded shall M moistened tea depth of six The groatneaevor planta shall M planted suftielmently teep !o (Minimum Points Required: 601 incl.• (•e) but shall not be caret at the surface at time of ower all roots and a 7 gram planting tablet akall b. 1placed 2. The Contractor at big option and at bis expense, may application. In encb planting bole and shall be Iamedlatelr a IRkled re to!n the se ry!ces of the City to revi w trees IS atter planting urn t!1 ghe entire •rev L oeabxad b the full gallon and larger tagged at the nursery or at Its place to decape contractor will be reopen table to reseed bare deep" of all bolas. of growth, or as otherwise indicated. spot& until germination to 901 complete. e t all shrub and !'nee sagp I as t Tyr!Ca 1 N wp 1 es, 2 each The �ourrdoove r r1 ant i n'g areas shall be hand sareethed after FTI"B; cn"rvcI planting to provi4e can ev:n, smooth final finish grade. varieties and Bison (S gallon and under - shrubs, 1S gallon and under trees) of plant materials shall be submitted for Finish grades shall M as indicated. review a minimum of IS days before planting operations. Finish grades snail N measured u the final ester eeapected .... Rejection and subetitutloni Planta not oontiruing to the and settled surface grades and shall be within • 0.1 foot of requirsments herein specified shall be considered detective, the spot elevations and grade lines indicated. and such plants, whether In place or not, shall be marked as re j ect.ed and be immediately rmsrav ed from the site of the Finish grades shall be measured at the tip • surface of THE WORK PE RFORNED N CONNECTION W[TH F1011MY landscaping and replaced with acceptable plant materials. surfooe materials. The plant materials shall meet all applicable inspectionsD required by lay. Plants shall be of the species, variety, Molding and rounding of the grades shall be provided at all 2�0�-4�'t• FfWAYKAMU OF (.A(_ /� S`TA1ID sine, age, flower color and condition as specified herein Changes in slope. Sr-ECFCATKWS. and as indicated. Under no condition will there be any substitution of plant specie, variety, or reduced sizes for All undulations and irregularities to the planting surtaees those listed on the accomtparrylnq drawings, except with the resulting from tillage, rototilling rand all other operations express written consent of the City Inspector , The &ball be leveled and floated out before plantlr:4 "orations City Inspector shall be the alto judge of soceptable are initiated. material. Take procautions to rotect and avoid damage to sprinkler Contractor shall be responsible ter maintenance of plant heads, irrigation lines, and other underground utilities material until final accoptanoe. during grading and ow itioning operations. Ground cover from flats shall be triangularly spaced. Final finish grads• shall insure positive drainage of the site with surface drainage away from buildings, walls, and GCA Afb RJ71At331TW7S1 toward roadways, drain and catch basins. Guarantee shrubs, vines and groumeavers to remain healthy Final grades shall be soceptable to the Citylmspeeterbefore - -- - - - ---- �.I and vigorously growing for 90 days tron Motive of planting operations will be allowed to begin. -fZM6 PLANT LIST AND PLANTING SPECIFICATIONS Completion. • Planting surfaceshall be graded with no loss than 2 Guarantee trees to 1!v in a healthy oendition !ora period peroar+t surface slope for positive drainage. WM "Mems ras+sro w sstsatt arrt &meitt MMWWns8 stn • Rimtwt natm of one year from date of •Motice of Completion". Planta found to be dead and planta not in a vigorous !ti►>!' n _ condition noted within the guarantee period shall be wmn 9 ti amrsrewr Rrrtwo mans replaced within 14 days. The layout of loostloti for plants and outlines of rL&nrr � t�1�at NtM@tt mmt COMMON� s&t 's[o sot sass mr:r• arpe rmys.%tiam maty ter! �_ names grourdoav•r to M planted shall be approved on the site by m m .i- i... _? Plano used for replacement shall be the same kind and vis• the City Inspector, before their planting. All such U IAGFRSTRCFMAgDr-A CRAPE M�YR iF 21' 32 2r 2r 1 lA100 a!Ac • 14 1• 2000 Det T g as specified in the plant list. They shall be furnished, locations shall be checked for possible Interference with planted and fertilised as originally specified. existing underground Ripinq, before excavation of holes. It DSCgp�. f� RFAJSLANCfA AFRCANSUMtAC ?a• 2S ?■ 2■ I 100 t��Ac • to to Lbs/ Oei T 20 underground construction or utility Imes are encountered In �Q�'O O P. MA71fTflt1t7nC=t the excavation of planting areas, other locations for the CiO �2 S planting may be selected by the City Inspector . Damage r Tho maintenance period begins on the first day after all to existing utilities shall be the responsibility of the w PT W PfTTC�SPOFl1M TpBltA P TIOSIRA S 0J11 262 2r ?. ] 100 • •f 4• N/A J a• landscape planting work on this p ro j oat Is complete. Contractor. -yh F�gp - UxWAc checked, accepted, and written approval from the City pp inspector is given to begin the maintenance period, and planting Treee, shzube and Timmer ' 3 Q1 Q HP gDK'A FOIA HAWTHORN S 0J1L 2e• 2r 2r j LbefAt • •-f a' N/A J a' shall continue thereafter for no lose than /Q7 continuous �\ calendar days. Excavatad bolo• shall have vertical 8.1400 with roughened TF OFCAI.�F�Q� surfaces Sad shall be of minimum sited indicated. poles liP ��A�ARfS Owr1PF COYOTE BRUSH I OJiI 207 2r 2r ] Lbs/Ac • 2 J a' N/A 7 • Continuously salntain all Involved areas during the progress shall be, in all cases, largo enough to permit handling and of the landscaping operations and during the maintonanee planting without injury or breakage of rootb&Vls or roots. period until the tlnl acceptance. Excavation shall include the stripping and @taking of all Plants and lawns shall be kept in a healthy, growingacceptance soil encountered within the areas to be excavated condition and In a visually pleasing appearance by watering, for plant pita and planting beds. protect areas that are to �� _��' �� - �� pruning, moving, rolling, trimmitbg, edging, fertilising, be trucked over and upon which soil is to be temporarily restaking, peat and disease controlling, spraying, w•odirq, stacked pending Its rouse for the fillings of bolas, pits cleaning-up and other necessary operation of maintenance. and bods, DESCRIPTION OF REVISION DATE CITY (endecape areas shall be kept free of woods, noxious grass, APPROVAL and other undesired voQetative growth and debris. Plants htoess soil generated free the planting holes shall be found to be dead or in an impaired condition shall be spread on the site as directed. replaced Immediately. CITY OF RANCHO CUCAMONGA Plants in can container shall have the cans opened by The completion date of the contract maintenance period will cutting vertically on opposite sides of each can with be extended, when in the opinion of the City Inspector, nurse can openers, tin snips or other approved instruments Improper maintenance or possible poor or w►h.althy condition for thhle purpose. Ail used cans shall be removed to the FOOTHILL B of planted material or unestabllshod noneovorinq lawns are storage area or from the alto dally. evidentat the termination of the gcdle heud maintenance period. landscape Contractor shall assume responsibility The plants snail be plant: at approved locations with tree PLANTING SPECIFICATIONS for additional maintenance of the landscaping until specified conditioner and soil planting backfill. landscaping is completed and acceptabls. The plants shall be placed in the planting nits en the � Assume responsibility for maintaining adequate protection of backfill material which • has been handtamped and water PARCEL MAP 1372.4 the areas. Repair damaged areas immediately. settled to the rootball base levels before the placement of the plants. Atter setting the plants, the remaining 40-2 At the complotien at each phase of work the contractor shall backfill material shall be carefully tamped and Bottled APPROVED BY DATE _ clean the site debris in a lawful manner. During the around each rootball to till all voids. CITY ENGINE E R.C.E. NO. 24$53 process of construction the site shall be neat and clean at Each !roe and shrub shell M placed In the center of the all times. hole and shall be set plumb and hold rigidly !n position DESIGN BY: R until the plartinq backfill has been tamped from around each Tlt KWM copmer mon rootball. DRAWN BY: I ►man s r•a. Itw. i.,,, .. PW . ,n„ L- 12 of 1•Z CWCM Br: -N18- 3432 01t/_ 110. a, R o "�' ,log 1l0. , goo 00 �`r�-aL f BP 55 RIP 117 92 RIP 104 93 1 5 5 5 S BP 75 334 1 335 .J X11 ; 336 337 338 339 1 ! rr I I I .I . '- 4 F .. 3 f s sb' >i ,, f h .R! _1''x" y' -= a`Jc'1t' =x:- _ _'� .. • - - _ I I -j I ; I 1 W W I 1': j I I f I I 11 1 � � _ ;;r ' 'I � . .� ,-.I v Ar.►- i . - I I i i I I I I i I I I S I I j I I I I • i I' i i I r dy j Wf t ` �L ".�fr fE: .er- .-...' • - '�`],", ' -.4 t</�;: ,-. �-3s' 4nS >.:.r; r- -> 3 .-. d°t"tr _ �-L I�� -.r�' - .. f� � A <.:�' ':7.YR--"---- .r'... "--n' -..ir-II}L.-..�. I I I I 1 I 140 W � co / - ! I '44 -� . I I I I I 1I i I III :I I ( I `}c ' I it III �' 3 Mall j co W M W , _ m to FOOTHILL BOULEVARD RL a WM •• a W LI 9 RL 8 �- uj 01 z � M � V1 J , 24 24 24" U 11 1 24" , W H _ ZV) 0 Q # STATE RIGHT-OF-WAY t 1 H 1 SITE MAP I! PLANTING LEGEND KT MEDIAN AREA SHOWN ON THIS SHEET I _ABBREV. SYMBOL BOTANICAL./COMMON NAME SIZE SHEET CITY. REMARKS LI LAGERSTROEMIA INDICA 24" BOX 20 15'-0" O.C. 0 CRAPE MYRTLE (SHELL PINK) N RL RHUS 'LANCEA 24" BOX 16 20'-0" O.C. BP 1 0 AFRICAN SUMAC 1 3 + LL_ 0 _ • PITTOSPORUM TOBIRA 5 GAL. 185 4'-0" O.C. `r' PTW 'WHEELERS DWARF' J RIP RAPHIOLEPIS INDICA 'PINKIE' 5 GAL. 221 4'-0" O.C. on INDIA HAWTHORN BACCHARiS PILULARiS '?WIN PEAKS' 1 GAL. 131 6'-Or' O.C. _ _ BP DWARF COYOTE BRUSH (PLANT 3' FROM 340 341 342 343— EDGE OF PAVING) ' �pNDscq NOTE. QUANTITIES SHOWN ARE FOR ESTIMATE PURPOSES ONLY. FINAL PT.rQUANTITWS INSTALLED ���° 0 P. p a�c C� ' . SHALL BE GOVERNED BY THE INDICATED PLANT SPACINGS. � — w :. WFOOTHILL BOULEVARD �T OQ FOF mLq W , I U I LT 30 , DESCRIPTION OF REVISION -s ATE CITY _ I Z D APPRdV ~� STATE RIGHT-OF-WAY t Q �1. SIR an dommommENED OR SM ANNUMUNNED 00 4W Immommmmm an an onommumommob sm man em 000 CITY OF RANCHO CUCAMONGA FOOTHILL BOULEVARD ` w PLAtG PLAN- . I "eARCEI- MAS} 1372 MULCH NOTE. CALTRAN'S NOTES: J USE A 4" THICK COVERING OF 'COARSE GRIND' 1. MEDIAN TREE LOCATIONS SHALL BE SUBJECT TO STATE APPROVED BY SHRED MULCH IN ALL PLANTING AREAS, AS REPRESENTATIVE'S AND CITY INSPE�-TOR'S APPROVALS. "_rE =r; 40`` MANIIFA(►TUREO AND St1PPUE0 BY: BLUE RIBBON C� NGiNEER P. �!• E. ice, 2 ' 3 h ( ) 2. SHRUBS AT MATURITY SHALL NOT 8E CLOSER THAN TWO 'ALL ARK 'E,�tF 0 IN CQttE Tit?!r WITH NURSE , ORANGE. CALJFORNIA 714 633-3666, Kim OR C� APPROVED EQUAL. PRIOR TO PURCHASE FEET FROM BRICK OF CURB OR ONE HALF THE DIAMETER TO l Y f'� . THE STATE Ott OF WAY CONTRA SHALL SUBMIT A SAMPLE TO THE CITY OF MATURE ROWTH FROM HARDSCAPE EDGE, WHICHEVER ' Imo. ? `� IN Wim ' - I INSPECT FOR APPROVAL GRADING OPE TIONS IS FURTHERmm _ .-, SWILL ACCOMODATE SHREDDED MULCH. REFER TO SHEET L-6 FOR IRRIGATION PLAN. SCALE: *00-00-00 L 43 N b N v� i v A W ^ ATCH LINE: SEE SHEET LP-3 , I c.w v / ♦ ® IL(L t_ • 4- A ul -ECT G �'► I W CC NulmCm w I I I `t w LL •+ J ° G ROUGH GRADED PAD S 1 TO BE TREATED WITH I G , EROSION CONTROL 4 TROL O / / / / —� / I ° G SOIL BINDER ■ i `4 • G O_ 7 4 (A i • S II W a• / 4 1 _ r tR z < S / I A v J 7 J / S • I d - u- w Q — / / Qoz CL. J Z o Z . Q W — U o V �-- Z a '• ' . w Q a D Q Z O � 0 �r -� Q V > p I .�;.' o om _ E^ LA. 0 J t _ Al � 0 ETIWANDA AVENUE PLANT LIST AND PLANTING SPECIFICATIONS MIl oomwO Ill 4O2WtUlab UM do KMTM ft," �'•�••��•�• OiMMhTt NptE sa S4f4! /1011 SGl 1 SYIoa 301A11 RAYS Cog" ww S1a [Aoa 1trE I ti UIQ folkal MAOII 11Ul RnrtK Lia t7 s mamma PLANTING LEGEND 1 - -- r Z lY,.eol soTANICAI►IA,.E CtX<<10H 114111 SIN QTr. RtatARx! � i 0 SRAC"CHRON►OPULNEUS SoTTu TREE 24'sox 2 DOL $TAXI 0 DI[TES KORA IORTmew My 1 CAL 71 rr O.0 � 100 1 Ac 6 14 16 (�/ �� 5 J 11 GAL DOL STAXe K • RI-IUS LANCEA AFRICAN SUMAC 24' 1 2x 2x v0 DODO""VISCOSA HO►$tt0 SUSH S CAL ii 51-V O.0 1 O [UC/1lYtlTl/S NACtRATA irorrtD ouw 1i CAL E1 on.STAKE U • RHUS LANCEA AFRICAN SUMAC 1 20•-0.O.Q 0 LJOLWMUM 1ArOHICUM WAX LLV P"Ill i GAL us r•r O.C. A_ = 59 3 2x 2x j Um/ 6 2-15 �/ Dbt 5' -rEXANUM• r rZ e LAorRm,oEMu 0H01eA cRArE M7RTLE si•ooz 4 � Z RArtWX"111 IIIA ROM HANTIORH S am. - ,'.•O.C. 4 _ ♦ ►LAT^Il ACEMfOL1A LONDON►IAN[TREE Er am 9 DOL STAKE O •INCNANTAc$$• z ` is IIAL u DOL STAKE K LAGERSTOEMIA INDICA CRAPE MYRTLE 36' 2 2x 2x j Lbs/ 6 18-20Lbs/Ac6 5• RAI,AOLOf►I!SaolcA Svou HAWTHORN S CAL. » re•O.C. IN MITI CERASKERA ►URru LEAS rum 24.OOX OOI_STAKE 0 WRINOTIll I O TRACttttosT'[RMUM JASS11M01DES STM.wMn4E 1 oAL ESS 1•r O.C. 17- J • RHut LANC[A AFR,CAM su+,uc Er selc I DOL STAKE MARATHON I TLlFiF S== 1 / _ I `� u hl t 11 �1�—h is CAL 1 DOL STAKE (� XYLOSMA CONOESnIM Vn xYMSMA S CAL 4S S•♦•O.C. 13- „k ` I [ — – • - - -- - - _ HF MSM"RUX HAM"WY MATS r O.C. ' •' •1 �•t I I• I ---- r+Efn/cA ELAT1011 TUR/ HYDROS[!D 1S Lii/teee S/ i 7AARATIKIH or r i CITY OF RANCHO CUCAMONGA I 9 INDEX MAP --z-{� • � - - � -- -r DRAWN BY: N:G. u FOOTHILL BOULEVARD �,,��,�� CHECKED BY: KJR. u �Q4�0 NN A,4S �T DATE: CONSTRUCTION PLAN /� �+ /�,. f�� t, ,� � �GN�� PRo�. No. ro5e.00 ,1*,'T`��/��C ��� c� ,v//�/�/V t rim.T> r�rt �i i •.• ..au Iwo .r •aanr r t•v.e,e.• w sew s.•1.0 1w�u, a .wr. 1 N f7 PARCEL N0. 13724 0. w. ave " �. :�"s'---w �' 1.1f1 w wa. w 111a Ill n •1wl1r•, JIM owl /4 A/ .•r rw w Aa u► .w•w wow :w�~ 1•/Q YR•A 1.•, .11..1...1... �� W2PL AM DLA-�' 114&8 -L LP-2 SCALE: 1'=30'-0' APPROVED BY DATE ' LST �TFOF CA1.\E�� CITY ENGINEE R.C.E. NO. 24953 _ , -- - _ CITY OF RANCHO CUCAMONGA PLANT LIST AND PLANTING SPECIFICATIONS - IOI(N oemseS/OnSNI OF wwak" yK se"It Amm%m ROG U91 SII RL11Rt"RIIS •o N FOOTHILL BOULEVARD CONSTRUCTION PLAN ft"a R.' '~°` '°'�" �` °�°'�` » ° '� "� ><T...� �." a«. Id CAM om m m m a s 4 2000 K • RIAS LANCEA AFRICAN SUMAC 24• 2 2x 2x j Lbs/ 6 14-16 Lb//Ac DbL 5' A PARCEL N0. 13724 i U • RF-L1S LANCER AFRICAN SUMAC 159 ? 2x 2x ] � B 12-15 Lbs/Ac Dbl 5' W - Z a a� � a a: ;APPROVED BY DATE MAATI-"[ TURF oo S 13-5 0; R.C.E. NO. 24953CITY ENGINES �- O!14 4 z C o u O � Wc. / I /� '�• IF/ u w L c ° W C r w c3csh s ® C 'n .6 yr MATCH LINE: SEE • SHEET LP-4 sD_3 L- - - - -- - -- - -- - - ---- - --- -- ---- , Y so 7 AM r M ° / .::'t' +.w.w-�w •�� .N14�A NMA rr ..rlN � O� �__•.j : o . .,g p a . Is -NRH.w w. r.w.r Na .a. man bA :w... r�wr r N...•waaw u ..... .. ...� �$ x 00m as PLAML Owl WNW, -so ....... PLANT VST V s o � ki + r ,, oo r4 JgSE tid - \`I Z o 5 IV NmlmCm /,� /• 0 N ROUGH GRADED PADS }. Q TO BE TREATED WITH / 1 ` EROSION CONTROL J ° SOIL BINDER �I; i % yr ;-+ (TyP/Ci{G} Z C I; Lit / s >- w Q �. .� Z Z 0 Q. Q Zi LLJ 4. Z to I YL..:L" i .II " ILLIuLL: I :I L" :I' I i iO Q y • Q Q — mo v �— " JV o. �' o Z ° v. m - o p' .o. W 0 J Q LL. tie i•.. .. .� �� � 0 i ac n I . + I / �''• / r Z Ll.. ° _ \ .� �... I i ,,RR PLANTING LEGEND -- - �— - - -- -•-- -- - --- --- — �--= '_ --- Z MATCH LINE: SEE SHEET LP-2 �— I BrMB IL BorArlc,AL NAME COLI./LIN NAA! 921 OTT. FEMARKS - Z Z BRACHVCHITON POPLIINEUS BOTTLE TRE[ 24L. 3 DBL STAKE 0 METES VEGETA FORTMGNT LILY S GAL tf r-••O.C. V p EUCALYPTUS MACULATA SPOTTED GUM IS GAT.. 2s DBL STAKE Q DOOONEA VISCOSA HOPSCED BUSH S GAL >h S•-0'O.C. Z�N - J 2W-4r D.C. Q I � I_. e [UONVMOUS JAPONICA VARIEGATED EUONYMUS 5 GAL so 21-V O.C. /_ j • � PHOENIX CANARIEHSIf CI1NIMr ISLAND DAT[PALM 23'STH f UOAUSTTIUM JAPONICUM WAX LEAF PRIVET S GAL a ro'D.C. ® 11-W PIATANIN{ACIRB*OIIA LONDON PLUM Tll[E it BOX i DBL STAK! O AGAPANTFKIS TETER PAN' AOAPANTI/US 1 ORI. 11f O.C. 15 GAL d DBL STAKE -rEXANUM' V HEDERA HELD! HAHN'f W FLATS r D.C. 1 (] PRUNUS CERASIFIRA PUILPLE LEAP PLUM 2r BOX E DBL STAKE O RAPHIOLE►IS INDICA INDIA HAWTHORN f GAL H rO'O.C. 11AHNIr ^ 4 j 13 GAL E DBL STAKE 'SPRINGTIME' III i - tII FESTUCA ELATION TURP HVDROSEED 12 LBS/t000 SP • RHUS IANC" AFRICAN SUMAC 24'00% DBL STAKE O TRACHELOSPERMUM JASMINOIDES STAR JASMINE 1 GAL. 249 /•-r O.C. 'MARATHON r i 9 . INDEX MAP —ZZ- '-- DRAWN BY: N.G. xrL.osMA coNGESTUM sHINr xrLosMA 5 GAL w ro'o.0 _ --- _ - DS CHECKED BY: K.1R. � CgpF . tit, 2. RA 'f� DATE: PROJ. NO. 1958.00 T L� v/fit, _ LP-3 `req •' �C\P TF OF C p�\�cd SCALE: 1'=30'-0' OF N .o N QQg v oY� n' Vl h pT MM N v VI • W_ Z t Q M Y cc V O MATCH LINE: SEE SHEET LP-6 I MATCH LINE: SEE SHEET LP-5 0ME=SOW�mm MEMO MOW, MON, MON, u _ v �v W Ctoil, I S �c G WN / trt 7 t ft t t t t. :• 3 1 Alf , Sa'3 PHASE ONE :. .: :::.::::::. ' N.I.C. i::+ 64- �S E $ o >s �ZECT is tt \ {I ♦ Z ti \ j 1 v / 24 S ' m j 69, ZO J Ix 2 v • • �� �2 ROUGH GRADED PADS \ \TO BE TREATED H + WITw r EROSION CONTROL` c \ SOIL BINDER Z a JF Ct ; `Q `w i > s4 >-W Q 0 ZU M Q Q Q Z ° ♦ / On � Z O ULU / �. i. . -0'M/N J W - -�, I �`�'YP/CAC) J � C7 F-- �S CITY OF RANCHO CUCAMONGA ° _ A0 0 � 0 i FOOTHILL BOULEVARD . ,�1v � . ;+ �.J > > V CONSTRUCTION PLAN ° s •. = M0 PARCEL N0. 137 ° " W0 -_-� a APPROVED BY DATE CITY ENGINEE R.C.E. NO. 24953 PLANT LIST AND PLANTING SPECIFICATIONS LL- I•R:• N•[rltCIP PONtYM M MtrtAkl Now SMAII RAWwwrroo UNS at Rawni Rr• L — , . �, �...� MOM low `" ' sa "1+rIyLL";'� o �"nh"m tu„ "�'" Law" gnomoesPLANTING LEGEND MATCH LINE: SEE SHEET LP-3 � I K • RHUS LANCER AFRICAN SUMAC 24' 2 2x 2x 1 110 6 2.15 k Dbl S I / ' SYR60l 80TANCAL NAME COWAON NAIL SIZE OTY REMARKS I .% U • RHUS LANCER AFFOCAN SUMAC 154 4 2x 2x I 10 6 12-15=. Dbi 5' Q ALDMA JUUSRISSIN SILK TREE ss•Box • --- I / :' N .. Q9 BRAC"YC"rMN POPULNM BOTTLE TA[E 24•Box : Del.$TAXI is GAL j DBL STAKE + Z , MARATHON I T111 2 LDa IT ; 000 SF S tUCALYPTVS MACULATA SPOTTED OUR$ 1s GAL t• DBL STAKE' is 1} 20'4.O.C. • . PHOENIX CANAAI[NSt! CANARY ISLAND DATE PALM 23•BTH S I �c A A PLATANUS ACERWOLIA LONDON PLANE TREE :t•Box 7 DSL STAXI _ is GAL 14 DBLiTAKE' ��--w- ----- -- ------ %; [71 PRUNU! CERASIFERA PURPLE LEAF PLUM 24•BOX _ DDL STAKE t iS GAL DBL STAKE • ANUS LANCER AFRICAN SUMAC 21•sox ! DBL STAKE •�►I 1 �1[:I-- : + , JI _. ` 13 GAL = DBL STAKE 1 1 f WASIIINOTONtA ROBUSTA MEXICAN FAN PALM 20 STH t lit ti I� l 4 I O Dims vEG[TA FORTNIONT LILY s GAL s! rr O.C. Jfll `vl DOIbNG vlscosA HOPSEEo evsN s GAL T: 31-V D.C. __..� B EuMRGINATA VARIEGATED EUONYRttn s GAL 2T 24.O.C. .AAUREO 'f _ 9 EX MAP —ZZ-r ==— O LIOUM u M.IAPONICUM WAX LEAF PRN" • GAL 221 r4•D.C. DRAWN BY: N G. 110 14 AA""OLEPIS WWCA INDIA HAVVMORN It GAL s1 r4•D.C. DS�`,�j� • �AA�M �isll'S>Q � 'SPRINGTIME- �cNN R �A� CHECKED BY: K.JR. www-• •.• ..a.�w.raw .r ..anY m'Y�+• M �1.�. wtLi�/.r�1♦. • .Yt rYr�•.tI E .rte. J r �� ,Ysy �owllwrl � ,�w Q TAACNtLOSP[RMUM JASRItNOIDEs STAR JASMINE 1 DAL �!! 1'P O.C. C7 DATE: V i' `�. " t-til M Oft' V 1l•.SAL Y .W• A l b10 .R.0 l►S>•� w .../....ft an, V •"r+ �» •--- (O• XYLOSMA CONOESTUM SHINY MOSMA s DAL s! s•4.O.C. 1 PROJ. NO. >f958.00 • All M••�.na1 rim•R a r• ,r..y -W-01 wi.e .w�..-- r•. .r++ .ws r ..ro W ri�� � RAlIT LIST AGAPArmlus 'PMR PAWAOAPANn1us t GAL 136 r4•D.C. V HEDERA HELIX MANN•s W FLATS r O.C. l " �w/Nlr f7F CALIF`'` LP-4 f FEST AAA TURF NYDROSEED 1t tesneloo sF •wwSCALF- 10=30'-0' Dul�7- l q(oO L . ATHON HON Xor• OF .5 N b fJ rL4 330 oY'c • FOOTHILL BLVD. W • z c or S O N Cr V v� 1L-T- / ♦ + 4 •; 1.. �c. ti ,r4 G .N ti• ♦ t b .. ,_ = To . . _ }'_ ! INZ % - 2i�a'3 [fl N.I.C. R.O.W.LPw o r o1+�c t r w I as $ 0 J CO. 2 2 LuLJ NmImCm ROUGH GRADED PADS : £ TO BE TREATED WITH Z i o EROSION CONTROL t SOIL BINDER C-O. p' - iI G�SECT is I , t j I z z N.I.C. / li �f�tt i i 1�f ti zit iii t •i i i i i i i i I t• t! i i t t iii'• ':I fi' ::::�r 2 i S' :?::u` `U��\\111111111��U1�\��1111111�1�1�t1\��1�\\��1�11��\1�111�111y\���\\��\�.�...�..�����.�h.�......,�����.���`1Vl���mt�����\\�\\11��1����»1�U�11»�\h1�rZ�b»11�1����r\11� •I / PHASE ONE o I `- ,' O Y I I '�"" '4i'I' I1" ::,i 1.•:u:�:' :112•:ir .'SI I t N LAI,.,..�:...._ i CL t z << Q 1 I w W Lj 1 t "' }- W Q - 1 - -- - t z UQQ t QQoz � JZo t —-- -- ♦ I 0 W Q t - --- -- - - i V 1,eF - -- t wcr a Al CF M - --- -- '` I Q J V - --- ---- I = m1117�1- M o V rx Lam. F— CITY I OF RANCHO CUCAMONGA 0 LL- FOOTHILL BOULEVARD lilt ' CONSTRUCTION PLAN t aI T �I .,rr i PARCEL ' N0. 13724 APPROVED PY DAA Z CITY ENGIN R.C.E. NO. 24953 Q -- ---------- LATCH LINE: SEE SHEET LP-6 �1 PLANT LIST AND PLANTING SPECIFICATIONS u. PLANTING LEGEND W//,Z//A/,V G��NJ ,QOW O/VW _Z - _ .�, n.... . ...�0�. .Trtq ... .R.T[ ..Y��oy ytlt•Rr�rwi hI•� �. + ' Q OW"I YEorTA roltTma"T ULT I CAL q rr O.0 Sr►aOL soTANIUL NAL! OOr,/1oMNAMT StlE OTY. (lYAlfa(! rUONYMOM JAPONICA VAAMCIATED fUONYWUS s OAL.. 1S r•r o.c- M Ma Q ' 'AUR[O MA1101NATA• - K"" htlTl fTL�WR pT Wry Muf OfyA ftw on � IIS ~'K fLLIA NAM tD 1Lt0 /frt 11/'►1 � J m ALOGIA Jt1LIWRrfSIN slut T11re ar sox as fAas � � • 0 MIACH OWMN POrt1LN" BOTTLE TREE fr sox Z OWL STAKE 0 LJOUSTRUM JAPONICUM WAX LEAP"NET s GAL $ag rr o-C. I K • f�t/S LANC A AFR(J1N SL./r1AC 21� 2 2x ?x 1 D� & T u k Du • is GAL ! DOL STAR[ ���� f stAONOt3A GRAMDIROIIA 90tlTN[RN YAOM" fr SIM S1 OWL STAKE RAP"KKIPM 0I01CA POW HAWTHORN $ GAL af/ r-w O.C_ I f U -�-- -F#4JS LANCE AFRICAN SI.�uUC t 10 6 2.15 ,E Oe1 S 'SAMUEL soYMrA• O ZNCFWRArsr f 5Q 4 x 2x • PMOfWM CAM"NINSIS CAMARY ISLAND DATE PALM Sr orm 1 O RAP MOLEM MVDTCA W1OtA MAwT1TORN s GAL 119 r4'o.c- - N srnwonLlr _ MAAATNON 1 TiJ 12 LLa7 11375 IS I J PUTAIUI$ACIRirOUA LONDON PIJUtE TREE $r sox 7 060-STAKE Doo SF IS GAL. (� DOL$TAXI O TRAC►KLOs►rRMtIM JASININOIDES STAR JASMINE I GAL_ 003 t•♦'O.C. Z `n,NDSC,�, ® xrLOSMA COMOcsTt1M 914"1 MOSMA s GAL TS f'♦•O.C. ,�� - - - - ►Rt11[U!CERASMaRA PURrt!La AP PLUM Er WOx f OWL STAKE V}+ If oAL f DWL$TAXI • 11 A W RMut u1►1cIA AFRICAN sLWAAC 2r sm _ DWL-STAKE ,( N c� Tf GAL. � D.L STAKE DRAWN BY: N G. AOA.AMn4n xr<R PAM- ACA►AM}4/9 f GAL. 42711-r11-ro.c, � . � wA9wNOTowIA ROOtlSTA f[IxICAPAN PALM StTN » Mt � oAZAA z1TrsuwA rttLovr GAZAMu run a, m CHECKED 8Y: K.JR. o.e_ A , M[O[RA"FUN HA""IVT rUtT7 r O.C. - tS�,� �� DATE: �wT1Mr — 9lf s/ r[ OF CAI.\FO�� PROD. NO. 1958.00 'U"ATMO rR TURF IIVDRO![rO 1a tag/lo"tag/lo" - -- --- _ _ - Y Y LP-5 f • • r SCALE 1'=30'-0' - _ OF N b N p� I K N v W 322 323 :EL ,,— 7 7-7 7 7 E i V1 �s FOOTHILL BOULEVARD Y �w � L into =' F" c;oc 2,o�A4 ` z s a-w - - - - - - - - - - - - - -5,0,,AW?FFY?-5— - - - - - - - - - - i waIHNX= +� * t4•• �� > • y y ASE ONE' 's / N.I.C. 19 O � j / w-ECT �c ?4G�SSE / N J I 1 m IT NalmCm 1 ROUGH GRADED �Z TO BE TREATED W DSf / 5 rrH EROSION CONTROL SOIL BINDER J11 i Tj / uz H�+,<W Lj Z U La• LJ z < i '10- - - - -- - -- - - - - - - -- --) V J Q 1 MATCH LINE: SEE SHEET LP-8 I• �-J j < J _Iv �' ~ J z i10, 100, PLANTING LEGEND W 0 = / SrnBOL BOTANICAL HAW COWAC"NAME sm 0". RFMAFM I- O rill- --m0110 ALISMA JULIORWIN SILK TREE 24'!ox 27 PLANTLIST AND PLANTING SPECIFICATIONS 100, • PHOENIX CANARIENsrs CANARY ISLAND DATE PALM :r STN 2 00 IWTV tPOMKS FCR110" OF IOTAWAL MIN SWICAM AS-WIPAT06 UKII CO PL MrW PLANS « � • ►IATANUS ACERIFOLIA LONDON PLANE TREE 24'SOX S DSL.STARE _ IS oAL ♦ DSL STAKE RHUS LANCEA AFRICAN SUMAC 24•SOX 1 DSL.STAKE 12 GAL 1 DSL STAKE FL AIA RYA OL*WMT WK1 U f SAS1X rm SOL OO�t1C><Al RYASS l#fts WASNMOTONXA ROSUSTA MEXICAN FAN PALM 20'0711 r a" HIL svwm WITAISCAL 16" OO W" 11111 9a EACM IrF[ Ukv,&T( MIDO Fi/1f11$A m WACW STAMC Napo" O m m m12 _ MARATHON I TURF QED SI7 1175 DI[TES KORA FORTHXONT ULr S GAL 2S rr O.0 4SF 1 3. 1 r e [uorrYr:Hovs JAPONICA 1E TY EUDNratlls S GAL 34 rr O.C. 'AUREO MAROINATA' O LL�USTRUM JAFOWMW WAX LEAF►RIK'T S GAL 214 rr o.C- K • RFJUS LANCEA AFRICAN SUMAC 24' 1 2x 2x j 0 g 41 2000 DbL 5' Q = U • RHUS LANCEA AFRICAN SUMAC 15g 3 2x 2x j '0 g 2-1 Ac 2000 Dbl. 51p FriOT1NXA F11"ro X P"aTW" Sam- is rr D.C.LbsJ RAF/IOLO"INDICA MOXA HAWTHORN S GAL 42 rr O.C. 'SPRINOnmr �S O TRACNELOSFERMUM JASMINOIDCS STAR JASMINE 1 GAL 94 rr O.C. /R XYLOSMA CONOESTMA SHINY XYLOSMA s GAL is rr G.C. _ Z r ^III tZ5a>i i IL ® AGAPAN 'PMA FAN' AGAFAHTHM 1 GAL 142 /'r � I � 1�u � �♦{Il I _ ® HrcoERA Nrux HXAHMYS nn HATS r D.C. �� ` _ J - � � N I 14MtNlt• N Y FE c "MARATHON TU —� T" RF li v a" SEED Is LSl116" 6 SF r r J I N . N �� 9 I INDEX MAP CITY OF RANCHO CUCAMONGA s aKJScl a '' ,'�r �r�-�` DRAWN BY: N.G. FOOTHILL BOULEVARD ? : ECKED BY: Ic..,R. • , ,.�1 ranra rima DATE: -4 1, a1w vaM Mae" CONSTRUCTION PLAN r .� N-von+ w r®.e rM w► t .1,.n nnwo �. .w hr 1••r�� r•�r w raa rt►a :: :.4.' R`I Dig :�W.8...... �L �G;2 �$�� 1" S h/ /i(/ N' PROJ. N0. X958.00 C At ree" """" ' � `"' PARCEL N0. 13724 > vs ,Po. w ow ..�, .._.... FLAW UST `j' LP-7 + APPROVED BY DATE 4 CITY ENGINEE G%`� R.C.E. N0. 24953 SCALE 1'=30'-0' 1d ...�— ...... u I n 10 N ILI T- - Fir- v $ -� E-'G' W t5 e • IiT� I \ C Ax Zizs i i © sCLIt 011 • . cam•. Shc.-, � - I Y 8 16-- A SHRUB PLANTING �s_ $ + � ,ili►� u � �,� �� - Z c. GI f.-iy i El PALM TREE PLANTING BI GROUND COVER PLANTING i w >- L d Q 4v -40 Z U TOP OF BASIN 3~ CL_ .Q m • ABOVE FIkISHED CRADE Z � ` N A MEL Q L GRADE O TOP OF ROOT BALL f• � � &-1.$/ O 1-" ABOVE FINISHED GRAOE � ,U�-k�l-nm(0P5pubt), Lj V U t-- r toT� C� wa ----- - - - - - ------ ZCY_ Z • T F A ,. • I O � � 0 BOT OIJ 0 BASIN 3 ,» IA ROOT BALL p w� '"'�G`(r� M • BELOW FINISHED GRADE ? 0 I•NETER SECTION �K` }— J J V (FLAT AREA) == I _ ;;,� = �; � ,�g'it- ,� _ I ,a. m O F!u� ° • ._.j U II SLJ < i'll(I�i11U liMilli le, O �� �--- LL. o 0 F BASIN TYPE II CALTRANS DETAIL C TREE GUYING (36" BOX AND LARGER) LL- •ox THESE PLA I SEE s city of rancho cucarmonga STANDARD . PEcrrICITIONs FOR TTEres MY oorERED ITS. DRAWING 2. CONTRACTOR SHILL SUPPLY PLANT MATERIAL IN QUANTITIES TO rULv= TITTERI I OF PLANS, AND/OR SPACING INDICATED. • 3. ALL PLAIN MATERIAL IS TO BE SUPPLIED BY THE LAIPDSCAPE CONTRACTOR. •'1 R\ V p� f -I ^ ,IJbcJ �j� ; 4. THE LANDSCAPE ARCHITECT SHALL RETAIN THE OPTION TO TAG TREE MATERIAL O . _ AT I WHOLESALE NURSERT OF HIS CHOICE AFTER THE BID HAS BEEN AWARDED. hNDSCgp�. PLINTS'SHALL BE SUBJECT TO INSPECTION IND APPROIAL Or THE LANDSCAPE �4 :.�:•/,�N A ARCHITECT UPON DELIVERY TO THE SITU. 0 'ALL WORK PERFORMED IN CONNECTION WITH HIGHWAY PLANTING WITHIN THE STATE RIGHT OF 6• PLANT MATERIAL LOCATIONS ON THE PLANTING PLAN ARE APPROnMATE AND (� - Z N n WAY SHALL CONFORM TO THE PROVISIONS IN SHALL BE ADJUSTED AS DIRECTED BY THE LANDSCAPE ARCHITECT. rlrR�>•r. seae * SECTION 20-4, 'HIGHWAY PLANTING' OF THE T. ALL GROUND COVERS SHALL BE WELL-ESTABLISM ROOTED PUNT MATERIAL TN ` 32 CURRENT CALTRANS STANDARD SPECIFICATIONS PLATS OR POT& AND THESE SPECIAL PROVISIONS' Z >• �. Q 1 e. BUDS AND BLOOMS ON ALL PLANTS MUST BE PROTECTED MT ALL TIMES, IG'ytt ILAST DR,ACL �,wS TRANSPORTATION AND INST OF Cz A1�F • INCLUDING ALLATION. taX�cRx E ANI; 2 ALL WORK WITHIN STATE RIGHT OF WAY SHALL KAX- D To�„� SA.Ks w�v�>✓..N�z� pct BE COMPLETED IN ACCORDANCE WITH THE STATE 9. ST1.12 AND GUY ALL TREES AS DIRECTED IN DETLILS HEREON. �GKIO SAS �10 0�'�•`r� '�T►•�lq"RlM{}E J r OF CALIFORNIA, DEPARTMENT OF w%-E064 t: c- � rGP CL CITY 0 F RANCHO C U C A M 0 N G A TRANSPORTATION, STANDARD SPECIFICATIONS, 10. TREES IND SHRUBS SHALL S SNIPED AND PIIUNED AFTEt INSTALLMTIOIT AS GrRoS•a� DATED JULY, 1988.• DIRECTED BY THB LANDSCIPE ARCHITECT. = �PKo�ta � GQ� I►�p.{ • 3. 'SHOULD A CONFLICT ARISE BETWEEN THE 11, T>0; CONTRACTOR 381f.). CU AR ANTES SKIMS, IND NTDROSEEDE'D ttaOUND OUTERS ��°�ozJ u�a(,� • CONTRACT PLANS, SPECIFICATIONS AND/OR FORA PERIOD Or SIZ MONTHS AND TREES FOR ONE YE AB FROM DATE OF FINAL ��tytyyG FOOTHILL BOULEVARD ACCEPTANCE. DETAILS PREPARED BY THE PERMITTEE, THE • DRAWN 8Y: N.G. STATE'S STANDARD SPECIFICATIONS SHALL 12. ALL TINES SHALL BE REMTED FROM STMS MND ATTACHLD To WI►RIA FENCES, - GOVERN AS DETERMINED BY THE STATE'S COLUMNS, ETC., AS DIRECTED BY LANDSCAPE ARCHITECT. - CHECKED BY: K-W. CONSTRUCTION PLAN • REPRESENTATIVE• 13. ALT, TINES VWSE SYMBOLS IRE SHM DSAS BUMDINGS OR YLITIS ARE 70 BE I •. �,' -`-t>,w n�WITfF• DATE: PARCEL N 0. 13724 PLANTED IN ADJACENT PLANTING AREAS. GIC.4.•Q� ,"� PROD. N0. 1958.00 14. THE OWNERS AUTHORIZED REPRESENILTAITE WILL SERVE IS LIEU OF LANDSCAPE1�rRrrura+o.N �� J•d D�C}�i'1LL rxrr 0P6Ie*CX-f3' ARCHITECT IN PERFORMING SERVICES /AIeD ABOVE. v'""I"rA mac'^' • APPROVED BY � ��R�f, oK �,, N Dui GKrlrflK. ' DATE CITY' ENGINES R.C.E. NO. 24953 �•� vt - LPD- 1 CALTRANS NOTES PLANTING NOTES TREE STAKING (24" BOX AND SMALLER) of N ,p \ U O t as^ y A W_ Z CONTRACTOR SMALL INSTALL A 1 1/7 GATE VALVE,THEN STUB AND CAP THE 1 1!P MAIN 7 to L9E FOR FUfUFIF L19E,4 0 CONTRACT SHALL RIM 17 OONTTIOL W 1F E S.5 V o o u NOTE 'B' TC LIN S E S H�ET L1�3 L"STURE�"SO�meg.s'°°"�°"zVc-w z - - -- \ FROM Ti (ER1T0' POINL E o r.� ��r_ ra... r_...•��r_w�ra�ra�r�.r�� � ������ra�ra��� �...rarr.rr. ra .� rararsra �IiN uppEra �•� \ c C � \ AWit KT[t I 'd' ;.tilt V r INSTALL IN A PULL BRANOEO:F URE • ; POC..POM OF CONNECTION- CONTRACTOR SHALL RUN A CONTRACTOR SHALL LABEL EACH AAOLSTL/RE � � •[• K \ � t. �1. /4// SENSOR WIRE FOR IOENTFIGATIOK 7•- 1 1R•SUPPLY LINE FROM THE 1•POTABLE IRRIGATION - --•-+r.+••^- WATER METER(TO BE INSTALLED BY • CUCAMONGA fLtTAT199 /'CGb - 9r rP W �n u COUNTY WATER NSTRIC TO THE 1 1M-BACKFLOW PREVENTER 1// I.619• l/.1!/ I.f 1. •t• ^ i o t DEVICE.THEN TO THE 1•PRESSURE REGULATING MASTER R VALVE + SEE THIS SHEET ( ~ ; FINAL LOCATION OF THE BACKFLOW TO BE APPROVED BY THE J FOR NOTE 'B' x• „ CRY IISPECTOFL THE SYSTEM HIiIS BEEN DESIGNED FOR A MAX �M R_-_+-�• u=-'• /• \ c D FLOW OF 20 GPM AT 50 PSI MINIM JM OPERATING PRESSURE. l p 9.P.JL �• �' r ® IL ; out"t[>tA>rs n. ( WATER METER 1s' 1• MJVAT109 x(202Ne or ' r.csslia•t_c.T. P.f.t. r ( G4 A - it , b•4 � •. ELEVATION AT METER 12011" , A 6 K or �• I I• UK x ZONE/HOL 1411• `/� wTu 19lt9 ( STATIC PRESSURE AT L ETER 91.34 PSI /'�4• f.r.YCOLDII KtiR 9.00 [' '� r W .r) I t I $ [ft• art m".._.. 0.120 _ I '[• 6-5 0 MAXIMUM DEMAND 20 OPLL rC t9lsttt TALK ?.40 - Y ac r- 'r sr I• -v Z Id(' HOL INFORMATION OBTAINED FEBRUARY 10.190 PROM _ Ir1L{. K4. L JOHN KNAPP AT CC.W.D, PHONE 9(711)987.2591. $j£ /h• IMII uw Leff /. a w K r CONTROLLER 1U LOCATION- TtAIN BIRD MOOEL HUNKER wm cam -MLR LSC-248 ELECTRIC WALL MOUNT CONTROLLER INSTALLED sATtm UNI N 'L• 'Z` a p• s �i IN Y.LT.'MODEL t SB 16SS VANDAL PROOF ENCLOSURE 2.2 or I• � C- IN Less (101) 4- ( SEE DETAIL v. CONTRACTOR SHALL COORMATE THE •r o • ££ 120 VAC POWER SUPPLY TO THIS LOCATION AND MAKE [L[TATI•�LINK[ "• � I THE FINAL HOOK-UP. FINAL LOCATION OF THE CONTROLLER Z5.5+j \ TO BE APPROVED B`/THE LANDSCAPE AApIfTECT.. TOTAL 511510 LOM 'r rt J I• / - PKSSM K4vIK9 AT KA91 20.oL� MAL Pt[sStlt[ KwtKet 45.'5'! - \ ,� I• ylp- i[ ` 17AJIC FKlsus►TAILA9ur 91.3 K K or e .1 SE /O I 1119. PKsss+[ trtttArt (n[•ftTit 64.00 \ ,[. I• KSteuY 1rTtt Ptf%% Kt 18.48 \ 9H• I• Z y ti I cm Klttwt writ \ .[• - aj 317 s It[swu t[axstt91 Miry•_ r r O�a41 I ■ ■ ■ - - - - - - - - - "-- - - - - I I I ROUGH GRADED PADS - Q m TO,BE TREATED WITH "r I EROSION CONTROL i •` IL BINDER 1 '�' r .r 1 .r -r it A.J IV I ve _ K I• Z 4 lop 2 N J p W • • ,r' ' r A•I� to O � t r[' LL r A G 5 + t •� I' I• 1 AII/p WWII I 'A• ✓9124 , �' r - _ IP.O C..POINT OF CONNECT ION CONffRACTOR SHALL RUN A \ I"•' 'WATER SUPPLY LINE FROM THE I'POTABLE IRRIGATION L L L. 1411 y,- ", A•b 5 WATER METER(TO BE INSTALLED BY CUCAMONGA MlT19Ll //97 K I• Q \ COUNTY WATER DISTRICT)TO THE 1 1M•SACKFLOW PREVENTER , ss 1 me O DEVICE,THEN TO THE 1•PRESSURE REGULATING MASTER VALVE 214 2.w• 42.Gb r.f.t. c I K , \ FINAL LOCATION OF THE BACKFLOW TO BE APPROVED BY THE -- ( 'N' �• I z a I W V CITY INSPECTOR THE SYSTEM HAS BEEN DESIGNED FOR A AJAX ww"CONI )turf .9•/4 tC . 9112 / • Z FLOW OF 21 GPM AT 65 PSI MINIMUM OPERATING PRESSURE. 1.0 or •[ A•4 17 d\ WATER METER'A' 1' IMATION Il9b A 1 PtcslluK •t.c.T. 0400 I.f.t. \ I [FOR EE THIS SHEET ELEVATION ATM9:TER 1115✓ NOTE 'A' I K• I• • K' 11.13 L3! G1aIa. ZONE/HOL 1111' YtTQ tiTv =10 •P .r. Y \ A5 41 STATIC PRESSURE AT LETER 92.04 PSI I.P.Stpildll KT CII 0.512 ' IDEMAND zt am14• art aLtR 0.20MAXIMUM •` _ �y] I[mi TKR 2.30 C!lllllll!!!l l/!!!!!!!!!!!///!!!!!�/4 !!!!!!!!!! �, Z I HIOL INFORMATION OBTAINED FEWWARY It IM FROM -'-1-- _ ' 1204 T I' j• J• < Q JOHN KNAPP AT CC.W.D. PHONE t(7141907-2591. •amu• Ke' -�--- r Wts LII[LOU 0.L-5 � O O •.c• Y t Kmm cool 91uK 5.00 I er o. IK' Q. j tY CONTROLLER'A•LOCATION RAIN BIRO MODEL NUMBER ___C_ < z ISC-248 ELECTRIC WALL MOUNT CONTROLLER INSTALLED LATtm UIt 1.150 1 ILK' `r L IN V.LT'MODEL 9 SB-19SS VANDAL PROOF ENCLOSURE. 07 QO f.. Q O SEE DETAIL L'. CONTRACTOR SHALL COORDINATE THE ItlTitq teff I11* f �.41 120 VAC POWER SUPPLY TO THIS LOCATION AND MAKEMrtTt�! 111. 011101 THE FINAL HOOK-UP. FINAL LOCATION OF TIE CONTROLLER TOTAL 11TIM ufsR 13.15 1 or A•h2 11 " TO BE APPROVED BY THE LANDSCAPE ARCHrTFCT. /9[STttK Kw1219 At IWt 4o.00 uj Z r I• • TOM PKIUM KWI219t V O or 1713 18 � W I-AJIC PKSWU PTAILA9L11' 2.Gf/ W K9. IKsxit[ trouts (nt•fRlf g2,oe c ,� Z U) v o • Q t � Z ' • CONTRACTOR SHALL IN A 2 1/Y GATE Kstant trot Itnwll[I ' /b.b5 O=. . .r(,t�:�7�� VALVE,THEN STUB AND CAP THE 2 Itr MAIN tiTT KfttuAL writ , rO^ m Lr* ►t[swAt uw[sit9t is»n•- � � � � � �' •• �,/ / • I 41 CONTRACTOR Ir �- D v ( t MDtSTURE SENSOR WIRES,AND 1 COMMON WIRE , VALVE THEN STUB AND CAP THE SHALL INSTALL A 1 I GATE 1/1'MAIN FROM W CONTROLLERN TO THIS POT. M, 0 CONTRACTORAK SHALL ME A S WIRE LOOP AND O / O LINE FOR FUTURE USE �Q - V INSTALL IN A PULL BOX BRANDED:FUTURE X C.W. COT CONTRACTORMOISTURE SHALL LABEL EACH L401STUFIE S TURREE SENSOR SHALL RUN 10 CONTROL WIRE WIRES.AND 1 COMMON WIRE SENSOR WIRE FOR IDENTIFICATION. 3r - Lf .! IRE TO r •r FR01A'A'CONTROLLER TO THIS POINT. CONTRACTOR SHALL MAKE A S WIRE LOOP AND V •r „� INSTALL IN A PULL BOX BRANDED,.FUTURE'A'C.W CONTRACTOR SHALL LABEL EACH MOISTURE O Q O SENSOR WT2E FOR IDENTFIG1TlON U. • s• 0 - - - - - - - � _ _ _ LL- "q! L- -AW L n \ n R i s tr t1'ts .?w y strd A►�w ///�r�yny�//iiiiiiiiiii�iiiii�i��ii���������������� ���� ���������������������������������������������� ���������������������������������������� �������� ������� ������� /i//////////H///rrrr//////rr//iY/ ////.Y.r,✓/ri//r////riiiiii iiiiiii /�//i /////iii iii/i//i///// ///ilii.! •` � THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC, SHOWN WITHIN PAVED AREAS IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING•AREAS WHENEVER POSSIBLE. CONTRACTOR SHALL INSTALL ALL GATE CONTRACTOR SHALL ADJUST THE SPRAY PATTERNS ON ALL IRRIGATION HEADS TO INSURE ABSOLUTELY NO VALVES, LOCATED ON LATERAL LINES, PONDING, RUN-OFF, OR OVER SPRAY ON TO ADJACENT WITHIN THE STATE RIGHT OF WAY. HARDSCAPE, PLAY AREAS, BENCHES, TABLES, DRINK. Q IND FOUNTAINS, AND PRIVATE PROPERTY. HE SHALL TYPICAL NOTE: ADJUST THE SPRAY PATTERNS ON RAIN BIRD SPRAY CONTRACTOR SHALL INSTALL ALL LATERAL LINES HEADS BY INSTALLING THE APPROPRIATE RAIN BIRD LL UNDER SIDEWALKS, LOCATED IN THE STATES RIGHT 'PC• SCRENS, PRIOR TO USING THE ADJUSTING SCREW. Z OF WAY, INSIDE ACRYLONITRILE-BUTADIENE- CONTRACTOR SHALL INSTALL ALL IRRIGATION ROTOR ' STY0RENE (A.B.S.) PIPE CONDUIT. HEADS 14' FROM THE BACK OF CURB OR WALK. 0 Q '.e. #t 6 INDEX MAP CITY OF RANCHO CUCAMONGA w -ZZ f===. DRAWN BY: N.G. FOOTHILL BOULEVARD sc, F CHECKED BY: K.J;2, NN RA ' DATE: CONSTRUCTION PLAN �� PROJ. NO. 1958.00 PARCEL N0. 13724 .3432 L1-2 APPROVED BY DATE Of CA1•�� H . � - L SCAM. 1 -30-0 ,� ���o CITY ENGINEER R.C.E. NO. 24953 OF N N v co A W_ Z 0 Ts _ ° E • �( Own NMI I AIR 1'_ ' W c 1 ( I t. f•L I.11 sic • turttta /� 4 - C • / / W c ^ � ><.at• 41.tsa r.s.t. S :4 mmm Cartes uL1a. D•/ tole /' .Y MATCH LINE: SEE SHEET/ Ll4 � - 'S •••►� ® sa; L--------- --- - - - - -- ww------w--� • planar �jQo4 . w"wt 114.1. &3 ►.f.t. ILIIJIM VIM lW= I.I.iACVLIK RtlCII T_ • CONTRACTOR SHALL INSTALL A 1 11V GATE (XR• MR VALVI. 0.120 I • $$ I VALVE,THEN STUB AND CAP THE 1 1/1'MAIN qK / mu 2Atl wr /•2< _•S •3 .Lt•E FOR FLRLJFE USE •Yll.trp. �� �$� a \ x i CONTRACTOR SHALL RUN!CONTROL WIRES,S Fall UW un \ ,MOISTURE SENSOR WIRE AND 1 COMMON WIRE /' amm aurum.wur 4.00 g I • I FROM 17 OONTAOLLER TO THIS POM. i 5 i CONTRACTOR SHALL MAID:A S WIRE LOOP AND IATLLIL UK --oc � I �� 8 Y INSTALL N A PULL BOX BRANDED:FUTURE 17 C.W. CONTRACTOR SHALL LABEL EACH MOiSTUfaE /Nora!ion tu". /.m t) SENSOR WIRE FOR DEHTFICATION tLITATMr Clalrtl Z,I7Ila Efl-I Is I L w w+ - ..- w w w �.. �. w w w —.. w�. www w ..n w Trm tuts Llt7[I K• Ir[IwW mwTWI Jill mum ar •� _• 11TA1!7[51011[t WIWPt 44,98 I D •r I!AjIC P11 SWU ITAIUTALlr 9r.DO [CT * I ,r •r 1 4 p Wt. PIa.Atwu [PI G3 ori -��gSE ado - I � • .X -'" I • b 8 ttslowL wile nKssvlll /8.02 .r r iuswa e[Qul'tlTrltll y % ail 5 ' •r• > m I it. r' H Joe z or d �I 1 0 0 r t IA NolmCm Y r• ROUGH GRADED PADS •��.•o Ar n•2 14 OC-24a LL�DI WALL R"N� "LTALLE sG2ae ELECTRIC WALL b10LINT CONTROLLER INSTAL l fn LNJ i ) N, r' IN-VAT.-MODEL I SB-ItSS VANDAL PROOF ENCLOSURE Q lug TO BE TREATED WiTH z ,• EROSION CONTROL � 0 r///// � K r SEEDETALR•. SLIPPLCTO THIS CATION AND THE � !A ISL 120 VAC P01NEA sUPPLV TO THIS LOCATpN AFND ARAFCE V SOIL BINDER r .r ' THE FINAL INOOKNJP. FINAL LOCATION OF THE CONTROLLER a t W\•I Y TO BE APPROVED BY THE LANDSCAPE ARCFNRTECT.. Z 1 = Z " •N 4 a; V Z •r I P.O C..POM OF CONONECTIOK CONTRACTOR SHALL RUN A woo I w 1 I/1•SUPPLY LINE FROM THE 1'POTABLE IRRIGATION b1' W or WATER METER(TO BINED E STALLiY CUC-Axe)" A \ N . COUNTY WATER DISTRICT)TO THE 1 1M`SACKFLOW PREVENTER ' •_ ,r DEVICE THEN TO THE 11 PRESSURE FIEGULATING L4AI VALVE = r - D•4 1/ FINAL LOCATION OF THE BAGffIDW TO BE APPROVED BY THE 1K d • Lj CRY INSPECTOR THE SYSTEM HA,BEEN DESX',NED FOR A MAX •v W I• FLOW OF 15 GPM AT 97 PSI Mfim)M OPERATM PRESSURE. afr ZLuz v lipUQQ E WATER METER 17 CONTRACTOR SHALL INSTALL A 1 wr GATE 1 ELEVATION ATLI 1200' \� Q Z VALVE,THEN STUB AND CAP THE 1 itr MAIN •r •i.. d LIE FOR FUTURE USE — — - — ' - -- — ' L- �. ZONE I HGL 1411* O ^^L Q 1 w, p.ln La CONTRACTOR SHALL RUN t CONTROL WIRES,S � , STATIC PRESSURE AT LFTER 11.51 PSI C me MOISTURE SENSOR WIRES,AND I COMMON WIFE I \ •1 r O �-- y J 1> R THIS •r i MAx11.Rh.RDEMAM 1f GPM } • OR SI M A S RE •� D•1 IN ALL A BOX$RANO OF RE C.W ; •t •�• .•r I• NGL NFORMlAT10N OBTAINED FEBRUARY fQ 1112" M U `v�' 1 OR LABEL EACH \ JOHN KNAPP AT CC.W.D. PHONE I(711)967-2591. .i.. w 1 �• SE ORE DENfIFICAT101.��E OLL �• --+�__ ,�-: --- -•ti------•;---- \ ~" !• COWKAGTR SHAD NSTAA 1 1?GATL D•11 b � Q VALVE.THEN/TUB AND CAI THE 1 1a•MAW Z •� • _ 1 . •— — • • ' — — -- . •� L LIE FOR FUTURE USE Q C 7d Z -` CONTRACTOR SKULL FUN 10 CONTROL WIRE S.I O ( �• �{ __ V067UFC SENSOR Wit S,AND 1 CCk&K)N Wit FROM CONTROLLER TD THIS POINT. • t CONTRACTOR SKULL WAKE A s Wit LOOP AND Q Q INSTALL N A PULL BOX BRANDED'FUTURE C C.W. (J CONTRACTOR SHALL LABEL EACH LJO&STURE > ( .4 I �\ SENSOR WVIIE FOR CIENrIF"TIM C. ..LL. 1496 T m 0 .. . AAAA. . . .. .. ._ . . ._ . . ._ _ ._ . . . ._ .. . - ._ . - - - • - - -• p1r11Ttar //99�_- - � + 2/2 I.eo• 9l.6o rt.t. ��" _j V T t n I G FIRM 1eif.aL at" Q • �• f_►JL i O P O.C..POM N OF CONNECTION. CONTRACTOR SKULL RUN A / Rohn"cows pllAral 1204 F.., 1 1R'SUPPLY LINE FROM THE 1'POTABLE IRRIGATION •e •(• aa4 WATER METER(TO BE INSTALLED BY CUCAMtONGA Ir[S7p1K t".i. . L0 t.t.t. COUNTY WATER DISTRICT)TO THE 1119-BACKFLOW PREWNTEq 0 DEVIGE THEN TO THE 1'PRESSURE REGULATING MASTER VALVE C. L l JLIL. FINAL LOCATION OF THE BAC1fftOW TO BE APPROVED BY THE K. r• �� 0 CITY INSPECTOR THE SYSTEM HAS BEEN DESK'aNED FOR A MAX „-I_ wtn F[tt1.40i.. FLOW OF 11 GPM AT b PSI MINIMUM OPERATING PRESSURE K Y• I ('.¢ 1• t.I. Mt17LM K1tt! 0 • WATER AFTER C 1' r• �wj„. Mf[ tttTf 0.20 •r /' Fria law 1.30 ELEVATION AT MFTER 11 f r W •r - rts. - ZONE IMOIL 1111• V�0 K 1r 111 uw un 0,157 t STATIC PRESSURE AT METER 11.10 PST N �_ manCON. WLR 4.10 • MAXiMtJ1A0EMUIND if GPM d Ci/ 15 �� uTOX uW r Ll.Sb ►}Trot int(w" 1.72 NOL NFOAMATRON OBTAINED FEBRUARY 10.Im"I �t rr K 1lIMTMa tMM•it Z•/� 41 JOHN KNAPP AT CC.W.D.PHONE r(711)967.2591. "1 Sella 1 Aj/.04 z Ire'1 r Y e 4 ib M�tnt tEo�l•n a.u84 .40.07 Q I sr t1c11 rrt:nrt tnrrT111�, iJ. 4 J 'r "PC rcnl•at tertlleltt 11.60 Q•. IM PI X"IIIAKI cm-wris f�\.iww ��w��.nw•www�w��...ww�ww �.�..iw�F•�• w �i i .••.•A w ... w w w w�r w w w �..w w w w w w owe •t �• !• ttfittlllt wrt T1tSfrKt /6.916A O I THIS DESIGN IE DIAGRAMMATIC. ALL PIPING, VALVES, MATCH INF: SEE SHEET LI-2 CONTRACTOR SHALL INSTALLA I1Q•GATE `'t I CIs ►etTAlat "01siU' ( ETC.. SHOWN WITHIN PAVED AREAS IS FOR DESIGN �Vti,THEN STUB•ANO CAP THE 1 1/l MAIN CLARIFICATION ONLY AND SHALL BE INSTALLED IN FOR FUTURE LSE \, V PLANTING AREAS WHENEVER POSSIBLE. % OONiRACTOR SHALL Fx1N 9 CONTROL WILES t CONTROLLER C LOCATION. RAIN BrC MODEL NUk4FlER 1 rc CONTRACTOR SHALL ADJUST THE SPRAY PATTERNS ON MOISTURE SENSOR WINES,AND 1 COMMON WIRE ISC-218 ELECTRIC WALL MOUNT CONTROLLER INSTALLED ALL IRRIGATION HEADS TO INSURE ABSOLUTELY NO CONTRACTOR SHALL INSTALL ALL GATE F COONTHOLIERToTHISPOINT. IN VA ENCLOSURE j - ~.' I I! ( YJ I� � , — - •-'-` OONTRACTOR SHALL MAKE A S WIRE LOOP ANO SEE DETAL v. OONTRACTOR SHALL OOOROINATE THE I PONDING, RUN-OFF, OR OVER SPRAY ON TO ADJACENT VALVES, LOCATED ON LATERAL LINES, 1 I1 INSTALL N A PULL BON(BRANDED:FLFTURE C C.W. 120 VAC POWER SUPPLY TO THIS LOCATION AND MAF � { ING FOUNTAINS, PLAY AREAS, BENCHES, TABLES, DRINK- WITHIN THE STATE RIGHT OF WAY. CONTRACTOR SHALL LABEL EACH MOISTURE THE FINAL HOOKNJP. FROLLOCAnON OF THE CONTROLLER - I IND FOUNTAINS, AND PRIVATE PROPERTY. HE SHALL SENSOR WIFE FOR IDENTIFICATION. TO BE APPROVED BY THE LANDSCAPE AApATECT_ j ADJUST THE SPRAY PATTERNS ON RAIN BIRD SPRAY 1 TYPICAL NOTE: MEADS BY INSTALLING THE APPROPRIATE RAIN BIRD B __,•k�^� - CONTRACTOR SHALL INSTALL ALL LATERAL LINES All'PC SCREHS, PRIOR TO USING THE ADJUSTING SCBEw UNDER SIDEWALKS, LOCATED IN THE STATES RIGHT 9 ' CONTRACTOR SHALL INSTALL ALL IRRIGATION ROTOR OF WAY. INSIDE ACRYLONiTRILS-BUTADIENE- CITY OF RANCHO CUCAMONGA iNDE AP�� M HEADS IS' FROM THE BACK OF CURB OR WALK. STYRENE (A.B.S.) PiPE CONDUIT. - _ _ — —L.0F==— DRAWN BY: III FOOTHILL BOULEVARD pS��Eq�, CHECKED eY: . A�Q�GNN kqs "7� DATE: CONSTRUCTION PLAN PROD. NO. 1958.00 PARCEL N0. 13724 7• /• 1N1� �..2 P LI-3 APPROVED BY DATEor (off-L SCALE 1 30E-0 1`f I • CITY ENGINEER R.C.E. NO. 24953 .O W. 44/L .. , yOF r b N v� • Maw N�N A v M//� .• YJ W Z < g" g a o L N U a� 1 o u LATCH UNE. SEE' SHEET LI-5 MATCH LINE: SEE SHEET LI-6 ,WI € ,JJJlilllJ,l ' [ L•IG 43 W c N.I.C. „� • L', W 0 o \ �• .r NOR c � P O C..POINT OF CONNECTCk- CONTRACTOR SHAH.RUN A 4A M KT[I I �' +4411 �I^,..�. \\ K M• . .tet• ,' � "[' •be, ,, •�' K• , art", •!, �.� �. yp �• _ •P S a 3 a 1 i/1'SUPPLY LINE FROtI THE 1'POTABLE IRRIGATION LLL, 1111 �i - - WATER I ETER(TO BE eISTAIlED BY Cl1CAM0►JCtA �"�- ` - .. L r .r r• .... ..r .�.� tL1TA t toyt✓/ ///// ///// /���/ /���� ///i/ ���K, - +[---�r--�-' •► -_- ._ C$�$` COl1NTV WATER DISTRICT) S THE 1/M'BACKFLOW PRETER VALVE I N(• �T ---��- DEVICE•THEN TO THE 1'PRESSURE REGULATING MASTER VALVE 211 t .q3• 9 r.'1L Rt.t. _ FINAL LOCATION OF THE BACITLOW TO BE APPROVED BY THE ar �(' . � \ CTIYINSPECTCRI THE SYSTEM RAS BEEN DESI(3FtEDFOR AMAX Kom twaft 1lTt L un J• PHASE ONE- K J �- I c� ■[• FLOW OF 23 GPM AT 65 PSI MIN"JU OPERATING PRESSURE \ IRttrOl tOulC Q I ,t.►JL L•l! �7 l t . ►c• WATER METER t' 1• N.I.C. R1TAT10N 1 a • a 1 �i ELEVATION AT METER Ut[ssuK t l.t.t. 1'*00 #.Lt. LIJ 4 Q rt• .� � �` � w � � 9 a ZONE HOL n" I ` or 14111• NAM wm �4.E0 F ' I. � �• SEE THIS SHEET '--/ .9$ STATIC PRESSUFIE AT METER \ `t' PSI _ e.t. Iucvuwtltrta qo - I i FOR NOTE 'L' MAXIt UM DEMAND n am ICI• GATT ULM —. r wstl TALtR 't. y. K .. • sc •.J' q . ]�L IIGL INFORMATION OBTAINED FEBRUARY 10,4992 FROM r 1 a'� S'); �\ JOHN KNAPP AT C C.W.D. PHONE t(714)987-2591. ."1St. Kt. �_� 1� \ 1• O � u�g� �3�a • Cd TRAG SHyll WST/lLl A 1 /I'G E [��---tt1777www---TRACTOR S".L INSTALL A 1/Y G 1E - I t.r, . -jk� FAIN lll!Lnl 4� V LVE.TENS AND AP TH 1 1/Y IN V/LLVE. EN a AN 1 1 MAIN § L•5 !� CONTROLLER L'LOCATION- RAW BIRD'MODEL NUMBER 1• K�p� >pt pLK �j.f� USE r•'•`c USE \ / !r a\ ISC-248 ELECTRIC WALL MOUNT CONTROLLER INSTALLED -��— i ; IN 1/.LT'MOOEL t SB-1IISS VANDAL PROOF ENCLOSURE. tATIM LIK •.r ED CONTRACTOR SH/LLl RUN 2 CONTROL WIRES.2 CONTRACTOR SHALL RUN 12 CONTROL WIRES,7 \ L•I 4, 1 SEE DETAIL L'. CONTRACTOR SHALL COORDINATE THE = ATTIIKS Lai (sell 1.45 MOISTURE SENSOR WriES.AND 1 COMMON WIRE L406TURE SENSOR W AES,AND 1 COMMON WIRE � ►t' yF- 120 VAC POWER SUPPLY TO TRIS LOCATION AND MAKE FROM t'CONTROLLER TO THIS POINT. FROM t'CONTROLLER TO THIS POINT. !• �i[CT 4( ` THE FINAL HOOK-UP. FINAL LOCATION OF THE CONTROLLER pJTATt�N ClYutt ��' CONTITACTORSHALL MAKE A WRE hp: TOR A WIRE OOP r'r 1•K \ TO BE APPROVE0 BY THE LANDSCAPE AR1CIif1ECT.. TOTAL 7TST[l1 lJiltl 27�33 \INSTAL 81 A P I L BOX�RAND FUT tE 1' W ST INN A BO D:F RE t' W. \ � L•4I I �J d0 \ SF�,V1 LABEL E MOTS OO ^^",1 OR L EEACN K' K nIr' I U 'T'. Q /8[7SUK 8101Tt[e AT IWc 0D 0 S SOOT VWRE F-0ApEMI�1(A SKNSOR W1fE FOR'QEN TVA ), O• \ °[ vl cr V K• � MILL 1'KssUl[ Kast[1t 7.H3 \ "r • �• L'S y 2 ti t'ATIC M IWU ATAILUU' 1.311 4 1• �W Mt. rassutt Aruuutt IM GSm < L -> \ •[" O•'sd�! She 1 W. Ile 1111SI lAL wm retssttas /7.17 I '�W CITT ItttBJAt WINN Z tr UwJ Z Q M ..t• 2 NOTE 'K' I \ IL P O C.POM OF CONNECTION. CONTRACTOR St W 1 RUN A ;RT[I t 'K- :•na A /' - t \ 1 1R'SUPPLY LINE FROM THE 1•POTABLE IRRIGATION A. L L. 10' \ r Z M1 I WATER METER(TO BE INSTALLED BY CUCA ACNGA tL1TAf tOt 121XJ' \ I ( & COUNTY WATER DISTRICT)TO THE 1 IN-BACKFLOW PREVENTER - 1 \ O \ Nor DEVICE,THEN TO THE V PRESSURE REGULATING MASTER VALVE 2 fl' t.It3 9/.�(/ t.f.t. _� 1 rt• FINAL LOCATION OF THE BACKFLOW TO BE APPROVED BY THE CITY INSPECTOR THE SYSTEM HAS BEEN DESIGNED FOR A MAX KSltrtt Mew alit k'} wit a • Q � r cx \ FLOW OF 20 GPM AT 65 PSI MINIMUM OPERATING PRESSURE 0 Ar L Q I3 MAsfltll eOIAN.. "IO t./.L f, WATER METER W I• QtTATI08 11100 w ELEVATION ATLETER passion a LC.T.t GO.[b P.M. / 1 Y L•I f r _ !' W I O�V 2C)NE/IIGL 1111• Ili . �s.t. ' NIECE � . N�-. `p wnt RTI U \ �•t• Q \Z ROUGH GRADED PADS \ o � Q� STATIC PRESSLJREATMETER PSI lb. N.V. 1,114171.11111 WICK Sao \TO BE TREATED WTTH x' 1 a� MAx►►e-IMOEMArio * aRTAut 20 - . EROSION CONTROL I � • 't" m p 20 GPM ILAstI TAl ?•40 SOIL BMIDE ► �, .t• J Z a HM lfORMtATtON OBTAINED FEBRUARY 10,1942 FROM - •xu. Kt. JOHN KNAPP AT GC.W.D.PHONE t(714)987.2591. !42' Mu uw LostIN 1.51 I CONTHOLIER W LOCATION 'RAIN B"Or MOOEL NUMBSR J' r "?[CgITAOI pLR 00 ISG24B ELECTRIC WALL MOUNT CONTROLLER INSTALLEDI 11q _ • IN Y.I.T'MODEL t SB 18SS VANDAL PROOF ENCLOSURE. LATplAL LIN[ 1'3D 4 p L! I I SEE DETAIL L'. CONTRACTOR SHALL COORDINATE THE _ IITTiKs less (IMI 2./4 _ ` — —-— — —• k K• 120 VAC POWER SUPPLY TO THIS LOCATION AND MAKE ' _ • THE FINAL HOOK-LIP. FINAL LOCATION OF THE CONTROLLER "ATIOW CWJI[t L Y J „' `T I \ TO BE APPROVED BY THE LANDSCAPE ARCHITECT., TOTAL 1tIl l 31 LDSS[l 2"f,5s _ • W Q I+lssu•c Kates AT Iewl 20 cry � !• ZU TOTAL P211SUK uou1N01 43." - L-6 Q Q ' I t-Aitc raswtt nutAtla 91-y a •N' •' !• Q Q KI. tRI11Uet ATAILADLE I-M-1ITN �.� CL j Kstttuu wr[I►shwa, /L.45 . Q. Z 0 �• cin eMIKIAL IAIT[O '1 K, R•• �. 'T _ Q �... ♦A(SSUAI t[OutlRh ,�y.tt n•- 4 \ O J IN .. !' t , Lj Q IN > (. `r v U Z •� ` r. II W Q pV1 CONTRACTOR SHALL INSTALL A 1 1R'GATE _-_ _ - - - -� 'r K' - - - Lel < -v ` I VALVE,THEN STUB AND CAP THE 1 IR•LAIN \ K O - - LONE FOR FURL USE - _ _ _ _ — \ I \ v , • > CONTRACTOR SHALL RUN 3 CONTROL WIRES,3 KS T •t' ` MOISTURE SENSOR WRES,AND 1 COMMON WIRE 8 T9 THIS F-----� > I SHALL A/4(E A F U� P I J U < 8T LA8EI EACI MOM BOX MANDE): fiE t' .W. Ar �� M fOF1 DENTIFICATK'- I\� ut' K• = Lj J O K. J Q . � W0 •r `r y d �' �'' 0 At• 4- K ! 3 0 ' r 1' K'S 7 • * '� I M 1• x� MATCH LINE: SEE SHEET LI-3 II ! r .e• 1 �• Z 1 IF I I CONTRACTOR SHALL INSTALL A 1 1/2'GATE ,[. � LM USE ICA '�ok, 101 �r• r J corrrki grOft NII weTF .3s \ ® K,6 G a. Mots WRs, 1 MON \ or I i V, 110 TH PONT ' OR MJWKE A Y RE COP j I - I INSTALL IN A PULL BOX BRANDED:FUTURE IC C.W. 0 I , CONTRACTOR W44U LABEL EACH MOISTURE SENSOR WIRE FOR DEMFTGITIDN. K ,,t, I /R '. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, IN. V ETC., SHOWN WITHIN PAVED AREAS IS FOR DESIGN __ ___ 1 CLARIFICATION ONLY AND SHALL BE INSTALLED IN FOR NOTE 'K' •• `J�� PLANTING AREAS WHENEVER POSSIBLE. cc CONTRACTOR SHALL INSTALL ALL GATE CONTRACTOR SHALL ADJUST THE SPRAY PATTERNS ON cc VALVES, LOCATED ON LATERAL LINES, ALL IRRIGATION HEADS TO INSURE ABSOLUTELY NO { PONDING, RUN-OFF, OR OVER SPRAY ON TO ADJACENT j II _ I�?11 �I l 1 WITHIN THE STATE RIGHT OF WAY. HARDSCAPE, PLAY AREAS, BENCHES, TABLES, DRINK- ING FOUNTAINS, AND PRIVATE PROPERTY. HE SHALL TYPICAL NOTE: ADJUST THE SPRAY PATTERNS ON RAIN BIRD SPRAY ]j 1 CONTRACTOR SHALL INSTALL ALL LATERAL LINES RIATE RAIN BIRD -HEADS BY PC- SRENS, PRIOR N O USING THE ADJUSTING DJUSTING SCREW. UNDER SIDEWALKS, LOCATED IN THE STATES RIGHT jE t 1 CITY OF RANCHO C U C A M 0 N G A OF WAY, INSIDE ACRYLONITRILS-BUTADIENE- CONTRACTOR SHALL INSTALL ALL IRRIGATION ROTOR 1 ! -• STYRENE (A.B.S.) PIPE CONDUIT. HEADS I$' FROM THE BACK OF CURB OR WALK. (( 9 EX MAP DRAWN BY: N.G. CHECKED BY: K-M. FOOTHILL BOULEVARD ��A �G DATE: CONSTRUCTION PLAN PROD. NO. 1958.00 PARCEL N0. 13724 R.4 W ~ty APPROVED BY DATE SCA - CITY ENGINEER R.C.E. NO. 24953 LE 1'=30'-0' � /��o�"�- N b tN U 1 N�v ON -43210 321 32B 32°1 a'� W P w A7 FOOTHILL BLVD. o Z ; Q to N V v C JE0 L ,ftr - J U tt W c c • S ' _ I� J 2 IL I !• yC W uj r CK AN \ - -•• •C •t' y. K. W K' C I •,rt ►'�• '• �:K- IV'' -. __ R' LINE \ I K �• I. i' K K• K. .r � -- .i• a+�__�i� rr'-� ' I SLI � �o _ - I �f rt• 't•� 1 Z1 yr x •t I K• 1 {• p4 '• c ,r a. .t.l I ,I• Y h,f ,t. (K t,•` 1lalJ 0-3• ry � � •I• rc• •t' AK•r ■t• AK• _ - -_+� •.�� ••3.-- ,r= :c :[-'�:7 4. -L�'�---�'-.-_-L'•�• � !•t';^�—V--�l-" 7�• �• \ I . I K � •'• K• '�• •t• ,,,, "f' •i• -, i'.- _�• w •e•I •t, "1. . "! . . . rt .' . Y. . •r.• . . -1. rt. •t• ;r .'* . . •r . . .r . •t • k• - - - - w• '•• ••• _ • • Y ////////////// -I/l.Cllll.Clflllll.C{l � � ! / •�• , , •P .1"•', . . . K•. . . . . . . . „♦ {{{{,�.{t{,{CC{{{{{{{,{{{{{({{{{S�(([{{{{�{{{{{{{{{{{{�{{{�{{I{.CCIIjZC!.{lrjltiltlnr1S JILL lYYllYll�{lllll�t�llllll!!//lll/ . "" -. . ._ • I1 „r - " K. `�- lr "�• /.g 2b ".�4" '.c• '�. I t k. � , `' a. L L. KI — - --.rte-----• 1 , �� � h��� , 1.7 44• 1' '(' i/- •Y 'r • •r i I "xyla Ilobm' �� �' K• - 2• l 9 /do 25 `J 30�00' f.a>f• Is1.4o rs.t. ,, a s •s.. t 1 I Nz $ r 1 101 1.t• o k• 0 71{• o }R• r 7II�' �• . .r I Aab+I aerr.a wl.c_,� 'L faa _ 1' Y x— I I w. f• e oApr C. rre•�• e e , •r i - J 4 fy' IIACIMtAI rcwluc 1!r .t.r 2s1 F O _ • i I I Y' J2 /'15 /•// 1• IIIR' 1• IAInITTor /�,�7 Y •�• •_.!' � a ��• � J ><• Ss' wc:ms I.c.r. r.s.t. I I ,� K• )K• r• I J• ■ ■ ■ K' \ •r 0 3 gu S 8 a i I I k• •e / 4 fi '` .r K >r 1Z yl, 1, �• �r wTB lcrn 4 � r I' � _q � e o o �• e o 'It- o r o �• a �• '`• �1 ✓io 4S= _11f�._ I.P. Mcrtalr rnia 20- 1s / 3 " V N{• \ ' a. 'u• I .r lYd• MR wlfi- !Q_ .n I i z u'1• _J_. VAMIULIR __22_. G�SCT ri I• Ir J x- \ ®• •t` I Jr- Iwt' ,MLI 11 A(lMi X1.-1 h �1 U I• r t.� • r 3' D '�' ! • e '- -• AK• ; LATUTAI LIM W -: o –Awme I `� f, -' �.c AF ASt AAt I ♦.sT turA n•e0040K C - \ ( �' nIP 1! [• i ,(- r r >r -r �. I ft, I IOTA.:01DA LAs1cs 55.I.G �! LII�EZ -t �3 �— - ..•-- •r •r I rt ; /r AK• \ �F ) I M[SftlK tIKf Al IIWt • / •e• '�' - I .. ''"' K• K•K \ x. 1. nc• k• � K, F[atrlK>t m . `�. 1. 1OO11 roams • .— - -------------__ .. . . _ -__--_ - - - - I-ARC ro1SSvU ATAILAOI[I ID A ' . 17 J 1� MM 4K' IA KI. ro1SWU ASAILAIU ¢W-Ifni -71.00 I• P I 1' II• 1• 1- , 40 J 14 ) I Ac1sI1LAL w1u rAclmsl !fR*,4 . I y 9 J-11 �/� 44 . CIT.A[SIOW.L wTTf NUSSIAf MQASTI ,�t�r •_ ZO i ' I 'r 1 I 2r ut •N K' K• st• �N• A!• ON• K• __ POWTOFCONN1EC R CONTRACTOR a. ~ K �• ,i�'2► I 't i �c 4 'T. F 1?SUPPLY LINE FROM THE I•POTABLE IRRIGATION A , • �� K• •r ' ' _ -- •� , , ' "�•' ' ' - `t• r 'r •�, 't' WATER MMA(TO BE INSTALLED BY CUCAAAON(,A -"—'- -S--- _ - -----� 'I• "A• I DISTRICT)TO THE 1 IM-BACKFLOW PRE VENTER • Lam•wo K• �' ilf• 'ut• a-.��_ _�~ C 'Ik• �'�_ ,�. - ----- �— �{r(• r �— _moi , I DEVICE THEN O THE I•PRESSURE REGU ATM MASTER VALVE --e / - K K• K• K _ K. FINAL LOCATION OF THE BAC1ff7OW TO BE APPnCIVED BY THE CRY INSPECTOR. THE SYSTEM HAS BEEN DESICIJED FOR A MAX Lai "� -• , -• rt I FLOW OF 25 GPM AT IS PSI MWIM 1M OPERATING PRESSURE. �- • �� / �• t K , rl IJ•r H 7 II N 3 H.4 �, I dIt' a• 'r >: I WATER •'/ y� 1 METER J 1 r r r' '�• K• a, 10 /l� r I ELEVATION AT METER Q K t•. Y I• w k• R, I ZONE/HGL 1411• Z a P,`�, r /•/g 14 1 ew rK• K /,w me Nh Ar J STATIC PRESSURE AT METER 1 sr-�c_:7" ,Y:-- �irs su.- .. st;. v- _-st •r- 1.- t,�. ♦- T K __ - ,u _ _mac,r r i;Y, I• �' I M 1 cy -- t•t-- Irt_Y cR .c• rt �- 'r K� .q. K• ( -e -t• K. K `K- K' r!' `•!' .(. MAYTMI- 1DEMAND 25 QPM hq 1 K •R• K• K 4L' I LAJ • or HOL INFORMATION OBTAINED FEBRUARY it IM FMU !IC „• '� , • At I LAJ JOHN KNAPP AT C..C.W.D.PHONE A(714)287-2591. / j K K •r K• � K• = 1 K •I• I V'f CON1I4�ER U LOCATION. RAIN BIRCr"-X)EL NUMLIER >-� 4SC-248 ELECTRIC WALL MOUNT CONTROLLER INSTALLED .r 'I •t K• K• w IN V.I.T.'MODEL O MiSSS VANDAL PROOF ENCLOSURE _ I wSEE DETAIL t'. CONTRACTOR SHALL OOORDINATE THE U •e '� - or 120 VAC POWER SUPPLY TO THIS LOCATION AND MAKE Q Q THE FINAL HOOKUP. FINAL LOCATION OF THE CONTROLLER f K -• K K I TO BE APPROVED BY THE LANPE DSCAARCHRECT- Q l �• Ir -• "' N' '� prW K• I' I Z CONTRACTOR SHALL IKSTALL A 1 1/7 GATE -• O ' K• w K VALVE,THEN STUB AND CAP THE 1 1R•MAIN Q LNE FOR FUTURE USE J K I = CONTRACTOR SHALL RUN 9 CONTROL WIRES,S O W Q K K VMOISTURE SENSOR WF1£S•AND 1 COMMON WIFE U '�• I F-,,, FAOM'J CONTTYJLLER TO TN13 POMT. V � �'- � ~K CONTRACTOR SHALL MAKE A S WIRE LOOP AND INSTALL IN A PULL BOX BRANDED:FUTURE °f •I I ` CONTRACTOR SHALL LABEL EACH 1 OISTUFEIE C W CY Q SENSOR WIRE FOR IDENTFICAMIt Z K• r ;6 Z "�• I v'C) i o ��/�� M .r • Q I i �---j > K• I Q J _j i �K• I DD �• �- = o w �. r Y /•,� y - AIt• z u � IK. � �• K r � J r W O 31r 3: 0 ww LL- >w N >w I LA- or w I ----- �. • I 1 K• " 1 all 211, iF• ,r •4• .� �' ' i K• I Z I � K• Ku-sct� s1� - ��,'.rt,{'�,ter .v _ .. �1• __ _ _ _ _- -��� -_ _ ___ a._a.,, .i r _ _ '� ___�.l _ __ -Rti♦c_ _ _ _ _ _' _ _ ______ K• ,N '" I 4rc �r N >. �'yl: c l yl. .�.- r `a �. lk ` L- �, .c• ' __ I �I ►• MATCH LINE: SEE SHEET LI-6 I' /Af• !' ; . LrII• 0 4 o I I Q THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC, SHOWN WtTHIN PAVED AREAS IS FOR DESIGN M CLARIFICATION ONLY AND SHALL BE INSTALLED IN LL PLANTING AREAS WHENEVER POSSIBLE. • �_ CONTRACTOR SHALL INSTALL ALL GATE CONTRACTOR SHALL ADJUST THE SPRAY PATTERNS ON �' S ;III �'55t 1. - ALL IRRIGATION HEADS TO INSURE ABSOLUTELY NO VALVES. LOCATED ON LATERAL LINES, PONDING, RUN-OFF, OR OVER SPRAY ON TO ADJACENT WITHIN THE STATE RIGHT OF WAY. HARDSCAPE, PLAY AREAS, BENCHES, TABLES, DRINK- ING FOUNTAINS, AND PRIVATE PROPERTY. HE SHALL r I � J r I TYPICAL NOTE: ADJUST THE SPRAY PATTERNS ON RAIN BIRD SPRAY #i B CONTRACTOR SHALL INSTALL ALL LATERAL LINES HEADS BY INSTALLINGE APPROPRIATE RAIN BIRD I� - ` CITY OF RANCHO C U C A M O N G A UNDER SIDEWALKS, LOCATED IN THE STATES RIGHT 'DC BOFFINS, PRIOR TO USING THE ADJUSTING SCREW. 9t OF WAY, INSIDE ACRYLONITRILS-BUTADIENE- �t CONTRACTOR SMALL INSTALL ALL IRRIGATION ROTOR - �` - INDEX MAP DRAWN BY: N.G. STYRENE (A.B.S.) PIPE CONDUIT. HEADS 12' FROM THE BACK OF CURB OR WALK. l "' �p,NDSC,gpF CHECKED BY: r XZ FOOTHILL BOULEVARD 4 QNN FJ,4,9 DATE: G 9. 9L CONSTRUCTION PLAN PROD. N0. 1958.00 PARCEL N0. 13724 WA4A Ze sl N 32 SVG �IF�F�A`��o� LI-5 W.,Q.0. D � APPROVED BY DATE SCALE 1'=30'-0' -P lgr'og'c- CITY ENGINEER R.C.E. N0. 24953 ' OF N b N P QQQ � v I K 1 rA1 � N � v •• W Z u FOOTHILL BOULEVARD E . yl u 323 V S 322 32♦ CT CONTRACTOR SHALL RUN A E P.O.C. PONT OF DONNE bN. • F..1-ffY SUPPLY LINE FROM THE I'POTABLE '- E IRRIGATION � ,—, C 5 • WATER METER OBE INSTALLED BY ClX.MAONGA 'C W S J COUNTY WATER DISTRICT)TO THE 1 114-BACXFLOW PREVENTER Y v W r DEVICE.THEN TO THE V PRESSURE REGULATING MISTER VALVE E40 C � FINAL LOCATION OF THE BACKFLAW TO BE APPROVED BY THELu „ CRY INSPECTOR THE SYSTEM NAS BEEN DESIGNED FOR A MAX 1 1, _ u' I FLOW OF 21 GPM AT 52 PSI MINIMUM OPERATING PRESSURE. .a3 u •' • E 4 !4 '1I' E•5 2 BG I!� .I�' 2 c CK WATER METER£ 1' • • r . ® C I 1 I s o- • ELEVATION AT METER 1200' �S !Q e•n e.i I - c e 12 I I, I• I, I� - - - - - - - - - - - - - - - R0.1I�Lsa - - - - - - R 1.35 PSI STATIC PRESSURE AT t MAXfMUM DEMAND 21 GPM w- -v HGL INFORMATION OBT NEO FEBRUARY 10.1992 FROM .e• `' •�• v " - Y:= �NN KNAPP AT CC.W.D.PHONE /(714)957.2591. • / • •'- I M• r' 1 - ----�¢f �F o }� ����la • „� —_7• Z F c THOIfF R E'LOCAT"L RAW BIRO'MODEL NUIIIIER rp ' ,rte— _ ]{ -q •r c -r • K' tSQ44BEltCTRICWALLMOUNTCONTAOLIERINSTALLED � K• •e >r' M - IN'J�T MODEL/SB.ISSS VANDAL PROOF ENCLO;URE I •., ,4! �. •r �• •r '�' u g •� SEE DAL t'. CONTRACTOR SHALL COORDINATE .t I . • ' "� ' L 3<•S 1 rr ,�• . B R SUPPLY TO THIS LOCATION ANO •J 20 v'Ac >< r• Y FINAL IJP. FINAL LOCATION OF THE •� -- /////�%//////////////�//// ( f///////////////////////viii////ii�liii/iiiii//iiiiiii/ii/iii//////////////i "� i__ I 2 2 TO BE AF D BY THE LANDSC-WE ARCHITECT., f L t� �+ g FElot, 1 • n 'tw / K I \ CONTRACTOR SHALL INSTALL A 1 1?'GATE \ r ( 6,p�- S Ike VALVE•THEN STUB AND CAP THE 1 1/7 MAIN\ LI,E FOR FUTUE USE CONTRACTOR SHALL RUN 4 CONTFgL WIRES,3MOISTURE SENSOR WFTES,AND t COM.ION WIREIN U FROM'F CONTROLLER TO THIS PONT. CONTRACTOR SHALL MAKE A S WIRE LOOP AND I ( \ rt A, INSTALL N A X \ PULL BO BRANDED:FUTURE£C.W. / � O ( ( \ E•IS CONTRACTOR SHALL LABEL EACH MOISTURE ( 1 I■ SENSOR WRE FOR uOrVICATXJN. I to 4E E t I •� le \ m 1 r \ \ \ K \ 1 W 1 / Z� \ r z .,- •r �U .4• •r \ ui . NnInCE x.10 j � r V1 a{ _ ROUGH GRADED PADS I' Lit I / . a TO BE TREATED EROSION CONTROL WITH II IIIIIIII "� •� ., # SOIL BINDER t I IIIRI -st— - - � IIII . L,J S t - - - - - - \ f III Q \ CONTRACTOR SHALL INSTALL A i I?-GATE I� ' ` // r \ WE FOArHEFURIU6ESTUB�D CAP THE 1 1/7 MAIN . IIIA' / z a CONTRACTOR SHALL RUN 4 CONTROL WIRES.3III •� / MOISTURE sENsoa WIFE S.AND,00../.40N wIRE IIIA or // lb 1\1 i •t FROM F CONTROLLER TO THIS POINT. '•� ,( / CONTRACTOR SHALL MAI(E A S WIRE LOOP AND IIi� , G` A*M Iran 1 E. •�q! . P INSTALL N A PULL BOX BRANDED:FUTURE E•C.W. G•III V i / W CONTRACTOR �G/ L 5.I. � SHALL LABEL EACH MOISTURE ♦ I / I 4 .. SENSOR WIFE FOR DENTIFICATIOR �jI I ._ /200 p.I,IfITtO 111 �ae � Q e•w 4 d� W IIII ,' •�'\� i' IIII 'r // �� SO11M Co I wvc. C 9 tt= r Z r 1 b E ,1.' ` •(� OI , �• IIII ftp,51191FC 21 5.1-� V Q Q P / \� arnna M00 Q Q Z IIS /.uaft 5 S.C.I. .C.I. 6.2 /.LL r uts � O 15 E-14 /III / Q� `/_ wra W, - 1.50 N.V./ Twc,•�IF Sma LjaV/////////Y/f/YH///rt/////////YI//✓/Y.7:hYJ3Y�i%////' MR��•_.. r. air / �, IMS1II.xR 1.40 W /f „r �r-r K--- ���-- • Jr r /ft' ws5 ue uu 9.40 rr •e• _(_ SOON arrut ae•e 5.w Z Q Z LATIM4 UNI . //27 O 0 ' wrna use am' 235I � a •2 /1 ' / w• It[t!!Th[dLIU/5 O V I Q / K. �•——— rr—— -——— rr—— rr— �-r�� rr�� rr�rr�r�r� "TILL STIm!LSSS[f 1 � ...� �/ 5 � .e *01 IS1tsL5K StBrr515 n rw1 '.:�.� �� � H MATCH LINE: SEE SHEET U-8 Q v • '/ F•1 nr ><' / tstal/9csa1/II Stoertetst •a�,t52 i 1-JIITC PKSSuU/751LAK[r 9/.S& m 0 � 11%. PKIPM W/1LAKI (M-s1T1f x.00 T / KIIIIIIAL IMUR PlIfIlAWsC►1•Wtsxri aawsrmriJ Z� ��•- W O — < // SO 2 LA. ~O 5 177\ / x // LA_ / - - _ CONTRACTOR SHALL INSTALL ALL GATE VALVES, LOCATED ON LATERAL LINES, WITHIN THE STATE RIGHT OF WAY. TYPICAL NOTE: CONTRACTOR SHALL INSTALL ALL LATERAL LINES UNDER SIDEWALKS, LOCATED IN THE STATES RIGHT OF WAY, INSIDE ACRYLONITRILE-BUTADIENE• Z STYRENE (A.B.S.) PIPE CONDUIT. Q • J THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, Q. ETC, SHOWN *TtHIN PAVED AREAS IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHENEVER POSSIBLE. - O CONTRACTOR SHALL ADJUST THE SPRAY PATTERNS ON YALL IRRIGATION HEADS TO INSURE ABSOLUTELY NOEH:7L Q PONDING, RUN-OFF, OR OVER SPRAY ON TO ADJACENT i�• f - :Y i [t HARDSCAPE, PLAY AREAS, BENCHES, TABLES, DRINK- ING 1411 FOUNTAINS, AND PRIVATE PROPERTY. HE SHALL _r 11 it it 11 ( THE SPRAY PARNS ON RAIN I HEADSTBY INSTALLING TME APPROPRIATEIRD RAINPRAY BIRD L 'PC• SCRENS, PRIOR TO USING THE ADJUSTING SCREW. �- CONTRACTOR SHALL INSTALL ALL IRRIGATION ROTOR N t9 1WDEX MAP HEADS I$' FROM THE BACK OF CURB OR WALK. N � r_ 1 M I CITY OF RANCHO CUCAMONGA t DRAWN BY: N.G. FOOTHILL BOULEVARD DSCgp� CHECKED BY: KJ.R, ANN DATE: CONSTRUCTION PLAN ti. PROJ. N0. 1958.00 it m PARCEL N0. 13724 OO.A/ s LI-7 APPROVED BY DATE F �Fv CITY ENGINEER R.C.E. NO. 24953OF �A� SCALE t'=30'-0' A. CITY OF RANCHO CUCAMONGA N N � P FOOTHILL BOULEVARD p� I CONSTRUCTION PLAN PARCEL N0. 13724 W z APPROVED BY DATE 2 CiTY ENGINEER R.C.E. NO. 24953 0 � .a�P� .uoC. LEGEND ►= . 5� 0LSEN else TUOINO [RE FOUNDATION AK CURB, Ao TION u OR FINISH GRADE W � J /0' ROUND VALVE BOX Y .0 • _- Iain. CONTROLLER-800 mfg. msnuBl $TENCIL O.0 ON LID utco cT•/25 DaTRTtlrr+o+l CoaRst oE.[o i• -•- min. E W Pi fIN1SH GRADE TUtR PLACED AT Y MID. •NRFDO[D MULCH W FOCI for mounting Instructions. l s"O1"'"AD� coy["'MAX r°M i p i c•; .......-�--I •�.NYW OMD[. D , / i%/ii /// //iiili% i//%//; - -...,:::.::•. .:. / o o ADDITIONAL, / QUICK/7COUPL// ING VALVE: / / ® TIL fl 0 :CONTROLLER, (install „ grade : ' UNIT • In shrub area j ItMilii/i-CLrTL D ) � � j so4 17.1 MultovTLlT SYMBOL IWfIIFACTLiETI 2400ELNOAESCRPTIOH QPI7 ►Sf RAD PETAL %�/%�/ i / // j TCfiO 5700 JP BLUE YO•POP-UP W�XUET .175 20 1 A -""--- ONE (1) CUBIC Fr. J/4•� / !r-rr•r!r!r! r!rr!ar!r / CRUSHED ROCK o4[ 111 cue,C FT. L• P-UP SPRAY HEAD UP .175 20 6 'A' ►0 V TOGO S70C-JP•V101ET•ta0•POP-UP btAXUET v F WA{N[D ORAV[L , Y C / O TOitJ f70C-3P-0REEN•360"POP-UP eAAX T Oe 'A' 20 V. AC. PVC SCh. •O RISER i IIP uE 2 to 6 x $ PVA �h0 RISER « - C�Sc a � {[ ev b ACCESS SLI EVIL OLJOM • 7 Y t. IRE 1 N R W Iwo WE Y w PO Aso e a L b _ ---„ TORO 7oca eLu -eo•POP-UP 1AAx / f E MAXUET 10a 0 'A' TXT�COUPUNG 2 f t / OMOL ' CONDUIT. .........o •9 E ^'Gtr 2•PVC SCh. 40 ELL$ V TOI>D S71IC.3P-GREEN-180'POP-UP MAXU -6 ET .201 20 8 'A' $ 12-112• w 2 PVC STREET ELLS Pw ER- ouL E:i.'M 1119[14 (T a T) AND PVC SCh. 80 .X Ig FINISH FLOOR CONCRETE PVC Sch. 60 NIPPLE S'LONG MIN• THREADED NIPPLE 0 57OC-3P•YELLOW-360•POP-LIP MAXUET .267 20 7 'A' ANCHOR PVC TEE 2 PVC 6TRrET Ew WC Sch. 60 NIPPLE b L a 5 FINISH PVC LATERAL v Tt]10 S7OC-3P-VIOLET•OO'POP-UP MAXUET .175 20 • 'A' Oak M x a 9 Y GRADE ' PVC taMVI" LINE V TORO S70C-31II-REd-960•POP-UP MAXUET .242 20 7 'A• u �i PVC TEE O �� is3 \;:::.:\... \... ,' ; PVC Sch. 40 �/ TORO f70C-0P-VIOLETf•oPi,P IDIAXUET .175 !0 . 'A' \\\ \\\ •-.-•---. .• - STREET ELL TCR7 5700-3P•RED-960•POP-LIP IAAXUET 312 20 7 'A ' PVC MAIN UNE .PVC Sch. 10 ELL \\ \\ NC'M' INSTALL r PWO46 WCWW*T ADLCIN►PAVED AML ® TCgO 5700-310•RED•J60•POP-UP LA.AI(UET .312 •20 • 'A' PVC WIN UNE PVC aeh. 40 ELL HUNTER PGP-ADV-05 POP•UPROTOR 1.60 40 30 •B' Y V HUNTER PGP-ADV-04 POP-UP ROTOR 2.40 40 30 'B' H �, MOM INSTALL r/0046 WA1RfT AMAOCO•t PAVED AIMLL CONTROLLER c i QUICK COUPLING VALVE E EMITA ® ►f�,TTER PGP-34V4)9 POP LI U ..•0 4o i ay n fr INSIDE THE BUILDING TER SHRUB POP-UP' o aArlBtao 1606-SAM-1100TURF aF PO roP•LIP .ss 20 I 'c' Y O PAN BIRO 1806-SAFItOT•u TURF POP-UP As 20 a •C �•,,,»,-,-,•„•„�� SACH/LOW M[VINTEA ASS9M6tV t MrDI1nwM se/lV••e 61LarP•u�A♦Aq•r A co•.AON 2oNr rrre LINE tll[D&PASS ; db- RAIN BIRD ISMSAM-IOH-LA TURF POP-UP .N 20 a 'C 1tALY( MT[VALVE SAASS wI►L2 TYPICAL NI PLACES - '2 46lOiEf[wwaq sAC<TO COM71[DLiYII ... .. -.... ' L ® RAN BIRD 18MSAM-IOF•LA TURF POP-UP 1.30 20 a 'C ) .,,..d-,.•.�.w allA[t w►nr TYPICALPTNTSH GRADE •� SIDEWALK OR M/� ewrNy•..r.aL r�..r��rt ad.N M-..•,•.r w.,+-+.. W Ar,.,.... .... .. 121►LACES ♦ +E CURB „» 40# 0) RANt3tAD INS-SAM-120 TURF POP-UP .p 20 10 'C' M A$t T9►PL E �•�• - •�•:� SSSS � � �� \� j- i /i ��%%////�/� RAIN BM BIb6SA4L12T TURF POP-UP .70 20 10 C' M ariL7 w .'•• .o ats WYE tt"AIN[" HIM Wae 1101`14.•••�+ +�� """` SPASt UNION 610411,SCI(IN u4 •., OP'UP ROTOR a 0,THICK F -WIDE CoCW1TrPAO _, C RAIN SM BISM•SAU-12H TURF POP-UP 1.05 20 10 'C ( 12. rENCT4 v.Pus ru MA4ur•cru"[RI � It. �� / with check valve) Z RAIN BIRD 1906 SAA412F TURF POP-UP 2.10 20 10 'C 0_ a IL OPt/0 OIIAW AT MINIMUM 2%. 6 ( room WIATM SOUNCE INISN GRAD //• C� bra •Aa � PAN em Ia06-SAI,LISO TURF POP-VP .7S 20 12 'C' s ,,, a„'.• ' I G VO [ RAN Blies 1 a06 SAA4/ST TURF POP-UP 1.00 20 12 V - M•ss"'nl M+CAL .• • � SWiNG JOiNT b RAN BM IBM-SAM-ISH TURF POP-UP 1.So 20 12 C e Irl Puce I 10 PVC Sch.40 ELL AND STREET ELL It I7".17•• 12•cowcRttE 4•' E) RAG!BIRD 110041-SAM-15F TURF POP-UP 3.00 20 12 'C 90%COMPACrEOM TH"T•LOC[{ TYPICAL a RIOIARIO •921 KACEJ PVC Sch. 00 NIPPLE RAN BIRD 1606-3AI44-tSEST TURF POP-LIP .50 20 1X24 'C W 46.0 e.arprr ~ RCN AO WC MALE ADA►TERt - �- a (length as required I ' /� i 'P • •c;T tB RAN BtRO 1a0e SA1.t 1S33T TURF POP-UP 1.00 20. 1X24 C' u •�" ~�� ►VC STRFET ELL I TYPICAL 171 PLACES � ) �•Gp- • ' Q . of/I/ O LINE To srsrn+s _ • r�.n.w � � L • RAN BIRD 1101 FIAT CIRCLE FLOOD BUBBLER wtte•aA.o.�.w r.P yr�w•-r -- SAASS 9e•ELL•TYPICAL 121 PLACES QICN EHt2 EMITTER-(/SHRBPEA EMITTER) 13J 20 a .,•„`� :.. +. NOTE ON PLANLOorso r 7 'CARSON WDUSTRLES'►910/71 SEE 1P Rrx,NO PLASTIC VALVE BOA e• - - -- W1rN a717 DOWN DOVER - CL90N EN•12 ELKT'TER (I TREE PER rurr EF) .066 20 .• NOTE [ Lit Na[ E' w...►c�:.:.,<•:.`.r..;w.� �T T ~7,�� 1 f�DEa[01 •. Y1-eCN M IVC UfEMI lM[ SEE Ib IT TE ON PLA - . �•�••• -^--•^• =r 1. EOUIPI.ENT TO BE INSTALLED AT A MIN OF 2P FROM ANY STRUCTURES OR HAFMCAPES. APPROVED FLUSH-OUT ASSEMBLY•.RNs.OwArx • rnlclosar-wASN[DCRueN[0 IVC LATERAL O NCLUDES SALCO'VW+4r•7S 3611'(T=S) f' t i LOCATE UNIT PARALLEL TO STREET.SCREENED WITH SHFIUSS.WHEREVER POSSIBLE AOGHHlA7[ TEE IN LATERAL - w � y.r •.eALca•ww.n(T-21 2N'PVC PVC BALL VALVE AND ALGAE RE PVC FLEX FIOSE W 3. WHEN UNIT IS NEXT TO A STRUCTURE h E WALL BUILDING.ETC i MOUNT TEST COCKS ON GALL VALVE.T.MEAD TYPE to VOVBI WPW OLCIH ® ORLS%%CW 02250 PRESSURE REGWITiNG MASTER VALVE.(SIZE ON PLAM 'Q' OPEN OR W)N-STRJCTURE SIDE C PVc w0•&CN M(a•tl ELL Q RAN BIRD EFS-CP4'1"SERIES ELECTRIC REMOTE CONTROL VALVE G' MOISTURE SENSOR J BACKFLOW PREVENTER CF) FLUSH-OUT ASSEMBLY B POP-UP ROTOR eAPPROVED Mr- ON!T, DRtPASSE,�LY.ICLl1DESONE'd1AAK3tXf07S 3/4'MANUAL ANGLE VALVE,ONE RAIN BIRD'I'PES ELECTRIC _Q N CONTROL VALVE.ONE VJILKINS'314-BRONZE WYE STRAINER.AND Q ONE WILXNS PRESSUFE REDUCING VALVE. MTAIJ NSIOE'CARSO/r Q PLASTIC BOX W7H LOCKING PLASTIC LI)(BOLT DOWN1 FINISH GRADE FINISH GRADE PLASTIC VALVE BOX WiTH LOCKING CURB,WALK,OR FINISH GRADE COVER. MARK'R.C.V.'AND STATION FOUNDATION O + COVER rwLoacNrlvl YELLOW VINYL •r � Q. < W LATERAL LIKE NUMBER ON COVER COVER ooNe vALVEsoxwoate ower r----6' 1111. WALL MAIN LINE MAPWFD*WA"TIONGATP O tNI�.1TY.67•or WI P{ao u0 ® iEHCO 82SY REDUCED P7ESSUFE PRWCPLE R4Cf0<tAYVPRFYE)•R1J/1 'J' J a SLEEVE DEVICE SEE PLAN FORSIZE U �„� ►«sN aR•Ot j CONTROL VALVE RAN ELECTRICAL CONNECTOR // /� N iE� T-113 LINE SUE GATE VALVE. 'tC 'A � // BrAD este&ERIE&E�cTRte MOUNTeo►rTRou>:a INSTALL It* � Q VANDAL PROOF ENCLO&JAIL SEE iRlVl FOR SIZE ���VC�ALE Z M/1 E1 =1��_ 1111 k'E - - 2,61DN C RAN BIRO ISGe SERIES ELECTRIC WALL h10LNT OOKTAOLLER aySTA11 EIStDE 'M; A MAX. ADAPTOR OFBUtDNG, O 2 REQUIRED ONTROL � POP UP SPRAY HEADZ HYDR7VSOR #INT 20-1 MOISTURE SENSORS SEE PLAN FOR LOCATION.WIRE T'MM. r•AIN / D U aR•{t a•►t vLYE �� PVC SCh. BO RISER APPF�NED LATERAL LINE CL 200 PVC PIPE SRE AS NOTED. �O {PONIE NA J WITH NO WNftI �CONDUR/ 4P v 1 t' wDVIN"O 6CLOnl j ' I•GA.IIOF.IT GALVAMM eTrR MODE j .-�- APPF PVC PIPE.T i LARC'EA I • •• I DOUBLE SWING JOINTS MAINLINE 1 1R'a SMALLER SCH 40 'O' f ,.4j t4L••a-.� a %2' min. vau4clorsefoPmVALvtsox (two 90 street •DI's (TXT, V � ' •' I•; f . CL Jt S PVC PIPE. SIZE AS NOTED. ` -_ o I Il li r• wA•NIocP�sN[o CLEAN BACKFILL a .•�I ` T •w �i r: �• I 1_• •ccltc•n&Au j and On• PVC SCh. 60 NIPPLE APPROVED SLEEVE•SCH.40PVCPIPE1•DULLEN.INSTALL2PBELOW •O' i� '�'I '.` 10 j _ / PVC Sch. BO NIPPLE FINISHED NOTE; I _ / 1 All plastic piping to be anak•d M trenches. .1 j -•-•- GRADE EXTEND tT PAST EOG[Of FIAIBDSCAP£ F►� L.NI MOVEN rvlPt cloth j�j'////�// ./. / j V ... .. .. ... 2.9und10 A tape wiring of 10 Intervals. 3• / PVC LATERAL LINE APPROVED CONDUIT,BCH.t0 PVC PiPE.T I.ON.Dl/l 'O' .TIO a 10090 20- bop In wiring at shang• Of tcN ae PVC MALI ADAPTERS •• Ilr•dlon greater than 30•. unt10 .n loops ONE CUBIC FOOT 3/4- PVC Sen. 4o a APPROVED DOMESTIC WATER METER BY CUCAL40NMA OCURTY WATER DIST. W O J < ROUNDED GRAVELj P.V.C� STREET ELL after all connections have been made. SCH 80 -• '--- APPRCIVED SLEEVE.3'OUl(IDBS.)ACSIYLOfJTTRLS-81TADIENE•STYtENE 'O' LIn•tall all control wire on the underside of the ILo!t NIPPLE PIPE,INSTALL tae BELOW FNtSF1ED GRADE,ON ALL LATERAL main line pipe. ' i.FlvO tool OOpanteln eelis, 100' •.a. +. Pact Aac"tcATE VOIDER TO INsr•LL•rDON or vALvt&oa P.V.C. MAINLINEL LINES CROSS PX3UNDER SDEWALKSLOCATED IN THE STATE RIGHT oiWAY. O 0.500 Mrigatlon •p•clftcatlone for backnll and P.V.C. SCH. 40 Compaction requlr•rn•nts. TEE O Q TRENCHING K GATE VALVE G CONTROL VALVE C LAWN POP-UP i 11 3 2 1 FINISH GRADE 4- min. EARTH 1. WALL MOUNT CONTROLLER COVER OVER GRAVEL „[ T• t (Included In package) • - •''PLAN - 2. VANDAL PROOF ENCLOSURE I 4- DiA PERFORATED DRAIN co sDr/tT.,eAnoel'ualn FM0 (s0• plan for model numb•►) 6 / LINE W/ CAP. Wrap pipe with J Manufactured by: t'rs►arwr+ "BREV"T101 SEE mm"TTaI ., /liter fabric and staple. Q LAGG"a. POR Oo"7"OLLER Allo V.I.T. - 1 I 2 90090 Tnornmfnt Rd. 2 ,' ABOVE FINISH GRADE. j A FFl"e!.[" "1 OMEt"ATIOM San DI•p0, CA 9291 � i 4' BELOW GRADE IN TURF AREAS w ' AIL ell RACM6 .�� (619) 673-17.0 / , ) a CALTRANS NOTES 0 BACH MEL , • CLAOM WATO WAXW O IABaL E 1 U »--� tal+at aECU 2, 120 VOLT ON-OFF SWITCH - a g / 6- L MIRiOATiON IVIIIEM$ WITHIN THE KATE RtiIAT OF WAY SHALL BE 1J i •�.= . .• O ,2- FURNISHED AND INSTALLED N ACCORDANCE WITH THE PROVISIONS N O 4, 2'tNK PLATED STEEL BASE W/ ` � CURB ROOT BALL 8- SECTION 20-5, IRRIOATION SYSTEMS, OF THE CURRENT CALTRANS SECTION r* STAINLESS MOUNTING STUDS a- - BPECIFiCJ1TION lorK01I "IAD 4 ' �;` h , (standard with enclosure) -o. Ap�° p• `? I• O o a .G' • /1Z LACNNE SCREW W! Y; L WOVEN WIRE CLOTH FOR VALVE BOXY$ N THE STATE RiGHT OF WAY `.J r $KAIL BE 1• GAUGE, 1/2 NCH GALVANIZED STEEL MEM THE VALVE BOX 2 MA*WJW i MITT' f. FINISH GRADE BRASS MOM VALVE wUNION /, t, GADS[A.Rcv. •. as w Ivc DwPPtr•GRADE tar As ncv �+ ND$14ALL BE GLASS FIBER wEl '•i`� �� CONCRETE BASE PVC LATERAL R REINFORCED PLASTIC,CAST IRON OR STEEL. 6 [. warp+»•NlnLzr WYE muP/FP w roe MF•41KV+EE e. r THICK OF W w+L•Nrto AOGRt6ArE•PLACE 461011[SOX / THROUGH L VALVE BOX IDENTIFICATION tl BALL tt ENORAVtFD N A liAYtR ID(TLRIOII L.�. •CMIN•CLEANOLR PISTAUPRES91IWGALIGI DOWN • DYER LIQ j COVERWP11 * .,., •., STREAM OFITI4P• MTALLUWTK)ft ALLr. +0 AU PVC T[RMEATtr11& ALL ►IPMTOM12•' / * f. PERFORATED PiPE 140H PLASTIC ►LATE OI* CONTRASTING COLORS; COLORS SKAI-L B! BLACK TO ACCEPT SC1tf-W 7. Y CONDUIT a SWEEP ELL / �. 8 FOR CONTROL WIRES t ADAM COWr*oLVALvt•wAN9WVPER uRlF2w"W 11. TARW-"W" m"PwTICVALVE&D■wsaTooWa • FOR THE BASE PLATT:AND MRttTE FOR THE TOP PLATE- 8 IJTL t I N• &PLASS INION COYER MVV ED V V16ATION O ONTROL VALVE PROVIDE ' VM VE SO.EA'TEI,"#4 AS REOLIVE D N0. 3 GRAVEL 4. THE PLATES $14ALL Of A TIEIKTMe'LW OF Y a r a 1/tT10CIC TSN LETTIERS 1SAME 11211•. -CRUSHED ROCK SUMP a. aCNMCLOSEMIPPLI-SNOIA•IILY AND NUMBERS $HILLL BE A MINIMUM 1-1/E•MFC I • n mEaND4•ccxrTlolvALvewPrt INSIDE AND 6- a wtKarrm•.0•sawrtw[LD- //�� AROUND PIPETHE s. sal w rvc t D•.T TtE �� R LETTERS AND NlMBR3 SHALL DvOt THE CONTRAlTqB. 120 VAC CONDUIT 18 COMMON OXIDE LAYER OF PLASTIC 14. W"141r 0109"AM MFttUM 141FO AL-AT011.sat AT 2e POI L TiN PLATT$ $HALL at ATTACHi!D To THE COVERS WITH COMM£RCLAL DRAWN BY: N.G. T. r+I[sELlltsintrut is wMM"IM1FCLOTH QUAL". BRASS OR CADIUM-PLATED BOLT'S, NUTS AND WASHERS AS BNowN ON TME PLANS. CHECKED BY: K.JR, EMITTER REMOTE 7, VALVE NGBOXI S ME TO BE POMLOw CT&WNT CONCRiTit WITHOUT sm DATE: �3 VALVE BOX.IMMIFiCATION L CONTROLLER H CONTROL VALVE ASSEMBLY D DEEP WATER TREE BUBBLERWD Ca°F PROD. NO. 1958.00 Mf4,OLA, 4 1 c.� M �E LID- 1 • ��7 34 20��\� OF C hv\,1 OF b N b N 8Q �pQK A W_ • Z E ER � G N AL NOTES o s � E � ALL MAN LINE PIPING AND CONTROL WIRES UNDER PAVING SHALL BE INSTALLED N SEPARATE •�' c�g SLEEVES. MAN LINE SLEEVE SIZE SHALL BEA MINIMUM OF TWICE(2X)THE DIAMETER OF THE PIPE W to S s TO BE SLEEVED CONTROL WIRE SLEEVES SH41 BE OF SUFFICFNT SIZE FOR THE REOURED NUMBER v t • OF WILES UNDER PAVING, W ALL LATERAL LINE PIPING UNDER PAVING SHALL W PVC SCHEDULE 40 PIPE AND SHALL BE Z a INSTALLED PRIOR TO PAVING. C CK �• PIPE SIZES SHALL CONFORM TO THOSE SHOWN ON THE DRAWINGS. NO SLMTITUTI NS OF SMALSER c e ►IPE SIZES SHALL BE PERMITTED.BUT SUBSTITUTIONS OF tANGER SIZES MAY BE APPROVED. ALL -DAMAGED AND REJECTED PIPE SHALL BE REMOVED FROM THE SITE AT THE TIME OF SAID REA CTKW. FINAL LOCATION OF THE AUTOMATIC CONTROLLER SHALL BE APPROVED BY OWNERS AUTHORIZED REPRESENTATIVE. - 120 VAC ELECTRICAL POWER SOURCE AT CONTROLLER LOCATION SHALL SE PROVIDED BY OTHERS. g ! THE RRKLITION CONTRACTOR SHALL MAKE THE FINAL CONNECTION FROM THE ELECTRICAL SOURCE I a . TO THE CONTROLLER Z) ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE UNLESS OTHERWISE '3 ,f � SPECIFIED. •S SPE �S $ THE IRRIGATION CONTRACTOR SHALL FIIfSFI AND ADJUST ALL SPRNIdER READS AND VALVES FOR OPTIMUM COVERAGE WITH MINIMAL OVERSPRAY ONTO WALKS,STREETS,WALLS, ETC. THIS L 25.G !t o 5 SHALL INCLUDE REGULATING THE PRESSURE AT EACH VALVE TOOBTAIN THE OPTIMUM OPERATING a PRESSURE FOR EACH SYSTEM £ THIS DESIGN IS DIAGRAMMATIC. ALL PIPING.VALVES.ETC..SHOWN WITHIN PAVED AREAS IS FOR DE SIGN CLARIFICATION ONLY AND SHALL BE INSTALLED N PLANTING AREAS WHEREVER POSSIBLE O �u gv �S -5 THE CONTRACTOR SHALL LOCATE ALL VALVES N SHRUB AREAS. ' C R 13 THE RESPONSIBILITY OF THE IRRIGATION CONRAACTOR TO FAMILIARIZE HIMSELF WRN ALL G GRADE DIFFERENCES,LOCATION OF WALLS,RETAINING WALLS,STRUCTURES AND UTIJTIES. THE SECT �( 'IRRIGATION CONTRACTOR SHALL REPAIR OR REPLACE ALL ITEMS DAMAGED BY HIS WORK HE L� SHALL COORDINATE HIS WORK WITH OTHER CONTRACTORS FOR THE LOCATION AND INSTALLATION SS E OF PIPE SLEEVES MID LATERALS THIROUNGH WALLS,UNDER ROADWAYS AND PAVING,ETC. a DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS Cn U OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS,GRADE DIFFERENCES OR DIFFERENCES N Z Z THE AREA DIMENSIONS EXIST THAT MIGKT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING SUCH g= OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER'S 0 �� AUTHORIZED REPRESENTATIVE. IN THE EVENT THIS NOTtFICATION IS NOT PERFORMED,THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. �1 S ALL SPRW ER EOUPLENT NOT OTHERWISE DETAILED OR SPECIFIED SHALL BE INSTALLED AS PER MANUFACTURERS RECOkf*NDATIONS AND SPECIFICATIONS. REFER TO SPECIFICATIONS FOR ADDITIONAL DETAIL-ED INFORMATION. } m ADV(ANTI-DRAIN VALVES)UNITS AS SHOWN IN THE DETAILS ARE FOR TYPICAL INSTALLATION ONLY,AND MAY NOT BE REQUIRED ON ALL HEADS. PRIOR TO INSTALLATION THE CONTRACTOR SHALL VERIFY WITH THE ON-SrTE GRADES F THERE IS AN ELEVATION DFFEW NCE OF 24'OR MORE BETWEEN THE HIGHEST HEAD AND LOWEST HEAD ON A SYSTEM,THE ADV'S SHALL BE INSTALLED PER THE DETAIL Z THE CONTRACTOR SMALL VERIFY THE STATIC PRESSURE TO BE AS STATED ON THE SYSTEM 0 REQUREA.EN"M (n SHOULD THE STATIC PRESSURE EXCEED 20%OF STATED PRESSURE,INSTALL A WILKINS•We SERIES PRESSURE REGULATING VALVE(IN A SEPARATE VALVE BOX)DIRECTLY DOWN STREAM OF THE BACKFLOW PREVENTION DEVICE. SET THE REGULATING VALVE AT 10%HIGHER THAN THE 8 STATED SYSTEM REOUIREMENTS. SHOULD THE STATIC PRESSURE BE LESS THAN THE STATED PRESSURE,NOTIFY THE ARCHITECT M.£DIATELY. ALL STATED GALIONAGES N VALVE CALL-CUTS ARE ROLINDED UP TO NEAREST GALLON. THE SYSTEM IS DESIGNED FOR THE MNW4_W OPERATING PRESSURE AS SHOWN AT EACH PONT OF L'i l>� CONNECTION. THE MAXIMUM DEMAND OF GALLONS PER MINUTE IS AS SPECIFIED. THE MrATION Q CONTRACTOR SHALL VERIFY THE AVAILABLE WATER PRESSURE ON THE SITE PRIOR TO THE START OF INSTALLATION. ALL LOW VOLTAGE WIRE FROM CONTROLLER TO VALVES SHALL BE SOLID COPPER OF s14 DIRECT a BURIAL TYPE. USE BLACK INSULATED WIRE FOR CONTROL AND WHILE FOR Mk*AON. INSTALL IN A Z COMN4ON TRENCH WITH PRESSURE MAINLINE PIPING WHERE POSSIBLE BUNDLE AND TAPE TO PPE AT 10 FOOT INTERVALS. PROVIDE A LOMAUM OF 1 r COVER OVER ALL PRESSURE MAINLINE PPE AND t r MIN.COVER OVER r Q ALL NON-PRESSURE LATERAL LINE. ALL PIPE UNDER PAVED AREAS IS TO BE INSTALLED IN PVC V • SOH.40 SLEEVE WITH Si•MIN.COVER. SLEEVE LOCATIONS TO BE A3 SHOWN ON PIANS AND INSTALLED PER DETAIL. All OUICK COUPLER VALVES ARE TO BE INSTALLED N SHRUB OR GROUND COVER AREAS WHENEVER POSSIBLE AND WITHIN 1s'OF THE HARDSCAPE. ALL QUICK COUPLER VALVES LOCATED IN TURF W Q AREAS SHALL BE INSTALLED IN r DW GREEN PLASTIC VALVE BOX. Z ALL THREADED PPE CONNECTIONS MADE TO SLI►JOtHT PVC PIPE SHALL BE MADE WITH A PVC U THREADED COUPLING. ALL THREADED ADAPTERS AND COUPLINGS ARE TO BE WFLA'DEEP SOCXET Q TYPE INSTALL ALL SPRAY HEADS WITH NOZZLES OF THE APPROPRIATE DEGREE OF R�ADVA FOR THE AREA TO BE COVERED. ADJUST ALL NOZZLES TO ELIMINATE SPRAYING WATER ON BUILDINGS AND ^ Z O HAROSCAPE ADJUST ALL VALVES FLOW CONTROLS TO PROVIDE OPT7,UJM PERFORMANCE. {-j,— Q L. O ~ 3 V Lj jeW . Z � a OTQ � o ULT1PL E VALVES PER STATION V / ` 0 r-----oo► rEsLsrATIONNvreER ` • Q GALLONS PER MINUTE j VALVE SIZE Q J J v HYDROVISOR LOCATION SHOWN ON PLAN m C) UPPER CASE NUMBER DENOTES SCHEDULE J Z W • 1 LOWER CASE LETTER DENOTES CONTROLLER. O �.. Q O � F- LL- • o S P HYDROVISOR NOTES: I. The Hy&ovlsor must not be MLstseed In a bole owrtlhsQ LION. Use probe axed size as Hydrov)sor or b&CkfW the excavation ♦A Wound IIZ%H;Vdrov(sor untl Arm. v� 2. Instal on the contour, acro{.; f e slope In SpproxIMst&j=Ions J shown on drswkvs. Q 3. Instal 113 of the way down slopes,In"pe *to canter of sections on rspresentst"ground, nakher humps nor holes. 1• Connect to varves with 911. UF. UL. SDOV wire.make u spnces with epoxy filled or Mat shrink splice kits. ��J�`�',L�(`�' s. RgS Inslan al of the r's above products according to manufactureNN Z recommendations: w Wsle► Conservation systems. Ina- yG O 111 South Spring Street 0 Claremont. Co. 11711 U) n (711) fi21-3805 ��R R .w CPUF,.�;000, c CITY OF RANCHO CUCA ONGA DRAWNY: B N.G. FOOTHILL BOULEVARD CHECKED BY: KJR. DATE: CONSTRUCTION PLAN PRO, . NO. 1958.00 PARCEL N0. 13724 APPROVED BY DATE LID-2 w`—`! I If W5 CITY ENGINEER R.C.E. NO. 24953 OF �a